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HomeMy WebLinkAboutPacket - 07/23/2018 - City CouncilAGENDA REGULAR CITY COUNCIL MEETING City Council Chambers, 333 S Green Street Monday, July 23, 2018, 7:00 PM 1. Call to Order. 2. Roll Call. 3. Pledge of Allegiance. 4. Public Comments: Any member of the public wishing to address the Council is invited to do so by signing in at the meeting entrance and, when recognized, stepping to the podium. Opportunities for Public Comment are also provided under each Individual Action Item. 5. Consent Agenda: Motion to Approve the Following Consent Agenda Items: A. Execution of an Easement Agreement relating to 4506 Clearview Avenue; B. Execution of an Easement Agreement relating to 1715 Illinois Route 31; C. Issuance of Checks in the amount of $464.544.13; D. Payment of Bills in the amount of $350,860.61. 6. Individual Action Item Agenda: A. Motion to approve an Annexation Agreement, Annexation, Zoning Map Amendment, Conditional Use Permit, and Variances to allow a fueling station and convenience store for the property located at the northwest corner of Ringwood Road and Illinois Route 120 (2009 Ringwood Road - Speedway). B. Motion to approve a Sign Variance for 2009 Ringwood Road (Speedway). C. Motion to approve a Conditional Use Permit and Variances for the fueling station located at the southwest corner of Crystal Lake Road and Bull Valley Road (5301 Bull Valley Road — BP). D. Motion to approve a Sign Variance for 5301 Bull Valley Road (BP). E. Motion to approve a Sign Variance for the Dairy Queen, located in the Northgate Shopping Center. F. Motion to approve a Budget Amendment Ordinance, increasing Fund 100 (General), Department 33 (Streets), Account 5110 (Contractual) by $44,430; and approve a Professional Services Contract with HR Green, Inc. in the amount of $44,430 for design services for Pearl Street Illinois Transportation Enhancement Program improvements. G. Motion to adopt the Classification and Compensation Study completed by GovHR and approve a Budget Amendment Ordinance, increasing Fund 100 (General) by $26,771; Fund 400 (Recreation Center) by $11,023; and Fund 620 (Information Technology) by $4,265 for the purpose of implementing wage adjustments for those positions that fall below the minimum ranges as identified in the new Classification and Compensation Plan. The Citp q/'McHenry is dedicated to providing its citken.c, businesses, and visitors with the highest quality of pro;rams and .cervices in a customer -oriented, cJFcient, and fiscally responsible manner. Md enr H. Motion to approve a Budget Amendment Ordinance, increasing Fund 100 (General) by $1 the purpose of hiring a City Planner. I. Motion to approve a Resolution authorizing the placing of a Binding Referendum Question on ine November 6, 2018 General Election Ballot regarding the issuance of bonds in an amount not to exceed $30,000,000 for the purpose of constructing an indoor pool, a gymnasium, and an outdoor family aquatic park. 7. Discussion Only Items: A. Presentation by representatives from the Illinois Department of Transportation (IDOT) regarding future improvements to Illinois Route 31 through the City of McHenry. 8. Staff Reports. 9. Mayor and City Council Comments. 10. Executive Session. 11. Adjourn. Any member of the public wishing to address the Council is invited to do so by signing it at the meeting entrance and, when recognized, stepping to the podium. Opportunities for public comment are provided under Public Comment and for each Individual Action Item. The complete City Council packet is available for review online via the City website at a �r�>>.ci.mclrc m v. iL us. For further information, please contact the Office of the City Administrator at 815-363-2108. The proceedings of the City Council meeting are being video and audio -recorded and every attempt is made to ensure that they are posted on the City of McHenry, IL "YouTube" channel within twenty-four (24) hours of the meeting adjournment. NOTICE: In compliance with the Americans With Disabilities Act (ADA), this and all other City Council meetings are located in facilities that are physically accessible to those who have disabilities. If additional accommodations are needed, please call the Office of the City Administrator at 815-363-2108 at least 72 hours prior to any meeting so that accommodations can be made. Department of Public Works Jon M. Schmitt, Director 1415 Industrial Drive McHenry, Illinois 60050 Phone: (815) 363-2186 McHenry Fax: (815) 363-2214 www.ci.mchenry.il.us CONSENT AGENDA SUPPLEMENT DATE: July 23, 2018 TO: Mayor and City Council FROM: Jon M. Schmitt, Director of Public Works RE: 4506 Clearview Avenue Easement Acceptance ATT: Easement Agreement and Exhibit AGENDA ITEM SUMMARY: Staff requests City Council to consider accepting a six foot easement on the eastern property line of 4506 Clearview Avenue and to approve payment in the amount of $500.00 to the property owner for the granting of easement to the City of McHenry. BACKGROUND: Staff has been working with the property owner at 4506 Clearview Avenue to obtain a six foot easement on the western property line of this property for the installation of a storm sewer line. In an effort to repair an ongoing drainage issue, the proposed storm sewer line will drain storm water from the backyards between Clearview Avenue and Parkway Drive. Public Works Utility Division employees will install the storm sewer line. RECOMMENDATION: Therefore, if Council concurs, it is recommended that a motion be made to authorize the Mayor's execution of an easement agreement for the acceptance of property at 4506 Clearview Avenue which includes payment in the amount of $500.00 to the property owner for the granting of easement to the City of McHenry. The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest quality of programs and services in a customer -oriented, efficient and fiscally responsible manner. Easement Agreement Prepared by/Mail to: David W. McArdle Zukowski, Rogers, Flood & McArdle 50 Virginia Street Crystal Lake, Illinois 60014 815/459-2050 In exchange of good and valuable consideration, which includes the payment of $500.00 from the City of McHenry, an Illinois Municipal Corporation ("Grantee") to Wayne Carrara and Linda M. Carrara ("Grantors") and the Grantee's installation of drainage improvements as depicted and described on the attached "4506 Clearview Drive Easement Exhibit A", the adequacy and sufficiency of which is hereby acknowledged by the parties hereto, Grantors hereby grant, convey and transfer to the Grantee, an exclusive perpetual easement over, under, and upon the premises legally described and depicted in the easement exhibit attached hereto as "4506 Clearview Drive Easement Exhibit B", consisting of three pages ("Subject Easement Area"), for the installation and maintenance of City of McHenry public improvements, including, but not limited to, storm sewer mains, lines, pipes, and all necessary accessories and appurtenances used in connection therewith, together with the right to remove trees, vegetation and any other obstructions or improvements within the Subject Easement Area and to enter upon, in, on, under, over and through the Subject Easement Area. This Easement shall run with the land in favor of the Grantee, its successors and assigns and shall be and remain free and clear of all encumbrances. The Grantee hereby agrees to protect, indemnify, defend and hold harmless the Grantors, their tenants, successors and assigns from any costs, expenses, damages, suits or claims against the Grantors and/or their tenants, successors and assigns and resulting from Grantee's activities upon the Subject Easement Area. Following any construction or maintenance work within the Subject Easement Area, Grantee shall restore the Subject Easement Area to substantially the same condition as it was at the commencement of the work, with the exception of the permanent public improvements made thereon by the Grantee, which shall remain on the property. Grantors covenant with Grantee that they are the lawful fee simple owners of the Property and that they have the right and authority to make this grant. This Easement shall be perpetual and not be amended, modified or revoked without the express written consent of the parties. DATED: July , 2018 Grantors: Grantee Acceptance: RIM LO-A Wayne Carrara Linda M. Carrara State of Illinois ) County of McHenry ) Wayne S. Jett, Mayor The above referenced Wayne Carrara and Linda M. Carrara appeared before me on this day of July 2018, acknowledged and signed their names to this Easement Agreement. Notary Public Subordination Agreement Quicken Loans Inc. does hereby consent to the Easement granted herein and hereby subordinates thereto the lien of its mortgage agreement with Grantors dated January 26, 2016 and previously recorded as document 2016R0003206, McHenry County, Illinois. Quicken Loans Inc. Date Its Z:\M\McHenryCityof\EasementCarrara.doc 2 Property PIN 09-27-205-018 Right of Way Drainage Layout Capping Aggregate Stone Drainage Aggregate =orated Pipe, ted to Mainline Storm Structure, � Staff shall install perforated pipe and drainage Iregate to drain right of way in front of Lot 22. This work ill be included with proposed City Storm Sewer )rovements on Clearview Drive and shall be considered a condition of the easement provided by the owner of perty PIN 09-27-205-018, Wayne Linda M Carrara isement Exhibit A LEGAL DESCRIPTION MUNICIPAL EASEMENT OVER THE FOLLOWING DESCRIBED PROPERTY: THE EAST 10.0' OF LOT 22 IN BLOCK 5 IN LAKELAND PARK UNIT NO. 4 BEING A SUBDIVISION OF PART OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED MARCH 9, 1954 AS DOCUMENT NUMBER 276054 IN BOOK 11 OF PLATS, PAGES 11002 AND 103�IN MCHENRY COUNTY, ILLINOIS. c n n/ r n n, 60,0' 61STING PUBLIC UTILITY EASEMENT fl I 09-27-205-018 I N WAYNE LINDA M CARRERA CL o N 4510 4506 I CA 4504 0 LOT 23 LOT 22 I LOT 21 LAKE AND PARK_ UNIT BLOC 5 RIGHT OF WAY ALenr 0.0' PROPOSED MUNICIPAL EASEMENT 2 1 BUILDING SETBACK � 60.0' CLEARVIEW DRIVE LAK�LAND PARK UNIT 4 Bt0 4511 4507 I 4505 LOT 4 i LOT 5 LOT 6 4506 CLEARVIEW DRIVE EASEMENT EXHIBIT B 1— 20' Department of Public Works Jon M. Schmitt, Director 1415 Industrial Drive McHenry, Illinois 60050 Phone: (815) 363-2186 Fax: (815) 363-2214 www.ci.mchenry.il.us CONSENT AGENDA SUPPLEMENT DATE: July 23, 2018 TO: Mayor and City Council FROM: Jon M. Schmitt, Director of Public Works RE: 1715 Illinois Route 31 Easement Acceptance ATT: Easement Agreement and Exhibits AGENDA ITEM SUMMARY: Staff requests City Council to consider accepting an easement from Waste Management at 1715 Illinois Route 31. BACKGROUND: The Chapel at 1809 Illinois Route 31 has been working with Waste Management at 1715 Illinois Route 31 to obtain an easement to install a water main and sanitary sewer main extension to their property from Schroeder Lane. The water main and sanitary sewer main will be public once they are accepted by the City of McHenry therefore The Chapel is requesting the City of McHenry to accept the easement from Waste Management. RECOMMENDATION: Therefore, if Council concurs, it is recommended that a motion be made to authorize the Mayor's execution of an easement agreement for the acceptance of property at 1715 Illinois Route 31 from Waste Management. The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest quality of programs and services in a customer -oriented, efficient and fiscally responsible manner. WWVL� WASTE MANAGEMENT June 29, 2018 David W. McArdle Zukowski, Rogers, Flood & McArdle .50 Virginia Street Crystal Lake, IL 60014 Re: Waste Management - City of McHenry / Easement Agreement McHenry County, Illinois Dear Mr. McArdle: 720 E. Butterfield Rd., 41h Floor Lombard, IL 60148 (630) 572-1014 Tel (630) 916-6280 Fax Enclosed please find the original Easement Agreement which has been executed on behalf of Waste Management of Illinois, Inc., in regard to the referenced matter. Please return a fully executed copy for our files. Thank you, and should you need anything further, please feel free to contact me. Sincerely, Cindy S ultz Paralegal Corporate Real Estate After recording, return to: Waste Management of Illinois, Inc. Corporate Real Estate Department 720 East Butterfield Road, 4 h Floor Lombard, IL 60148 EASEMENT AGREEMENT This Easement Agreement ("Agreement") is made this day of 2018 ("Effective Date") by and between Waste Management of Illinois, Inc., a Delaware corporation, having an address at 720 E. Butterfield Road, attn.: Corporate Real Estate Department, Lombard, Illinois 60148 (the "Grantor") and the City of McHenry, having an address at 333 S. Green Street, McHenry, IL 60050 (the "Grantee", and together with the Grantor, the "Parties"). The following recitals form the basis for this Agreement and are made a material part hereof: RECITALS WHEREAS, Grantor is the owner in fee simple of two (2) tracts of land in McHenry County, Illinois, identified as "Parcel 2 Unsubdivided Land" and "Parcel 3 Unsubdivided Land" on the attached as Exhibit "A" (hereinafter referred to as "Grantor's Property"): WHEREAS, Grantee desires to obtain an easement and right away across a portion of the Grantor's Property for the purposes of installing certain utilities as described herein; NOW THEREFORE, intending to be legally bound, the Parties agree as follows AGREEMENT 1. Grant of Easement. For and in consideration of One Dollar ($1.00) and other valuable consideration, the receipt and sufficiency of which is hereby acknowledged, and in consideration of the mutual covenants and agreements hereinafter set forth, the Grantor, its successors and assigns, does hereby grant and convey to Grantee, its successors and assigns (hereinafter collectively referred to as "Grantee") a perpetual non-exclusive twenty foot (20') wide easement ("Permanent Easement"), that shall run with the land, on that portion of the Grantor's Property legally described on Exhibit "B", and illustrated with the drawing identified as Exhibit "A" attached and incorporated hereto ("Easement Area"), upon, over, above, across and below the surface of the Easement Area to construct, install, reconstruct, operate, use, maintain, repair, replace, and remove water and sanitary sewer lines and/or related structures (collectively, the "Improvements"); and, 2. Temporary Construction Easement. The Grantor does also hereby grant and convey unto Grantee a non-exclusive temporary workspace not to exceed twenty feet (20'), ten feet (10') on either side of the Permanent Easement in, over, through, across, under, and along the Page I of 9 Easement Area ("Construction Easement") for initial construction and installation of the Improvements. 3. Term. 3.1 Permanent Easement. The Permanent Easement shall commence on the Effective Date of this Agreement and shall run with the land and continue in full force or until Grantee has provided notice, in writing, of the abandonment of the Easement. 3.2 Temporary Construction Easement. The term of the Temporary Construction Easement shall be for a period of six months (6) months from the Effective Date. if Grantee completes its use of the Temporary Construction Easement prior to the six (6) month period, the Temporary Construction Easement shall immediately terminate. In the event the Improvements in the Easement need inspection, maintenance and/or repair, Grantee, its agents and assigns, shall have reasonable access to the land that consists of the Construction Easement to facilitate the inspection, repair and/or maintenance of the Improvements in the Permanent Easement. All rights, duties and/or obligations arising by and/or under this Agreement for the Permanent Easement shall apply to the Construction Easement while the same is in effect. 4. Use, Maintenance and Construction upon the Easement. 4.1 Costs/Lien-Free Construction. Grantee shall bear and promptly pay without the imposition of any lien or charge on or against all or any portion of the Easement and/or the Grantor's Property, all costs and expenses of construction and maintenance of the Improvements and, the exercise of any easement rights granted under this Agreement. Grantee shall be solely responsible for the payment of any lien or charge and, the Grantor's attorneys' fees and costs in the event a lien and/or charge is filed against the Easement and/or the Grantor's Property in conjunction with the Grantee's use of the Easement Area. 4.2 Compliance with Laws. Grantee shall construct the Improvements and conduct all operations in a workmanlike manner and in compliance with the applicable statutes, ordinances, rules and regulations of all federal, state and local governing public authorities as those statures, ordinances, rules and regulations are amended from time to time. 4.3 Maintenance. Grantee shall be solely responsible for the maintenance of the Improvements within the Easement created by this Agreement and agrees to bear all costs and liabilities related to the same, including, but not limited to, all costs associated with: operation, maintenance, upkeep, construction, removal, relocation, testing and/or remediation of the Improvements, with no contribution from the Grantor. Grantee shall perform all necessary maintenance so as to keep the Improvements at all times in safe and good order and repair, without leaks, exposed pipes, or spills, at Grantee's sole cost and expense. In the event of one or more leaks or spills, Grantee will promptly repair the leaks and/or clean up the spills, and repair and restore any damage caused by the leaks or spills to the Grantor's Property and the improvements situated thereon. Aesthetic maintenance (including but not limited to the mowing of lawns, grasses and the trimming of bushes and shrubs) shall not be performed by Grantec. 4.4 Restoration. Within ten (10) days following completion of construction operations on the Easement, Grantee shall repair and restore the surface of all areas of the Grantor's Page 2of10 Property disturbed by the Grantee to as near as reasonably possible the condition that existed prior to Grantee's activity upon the Easement. This work shall be done at the sole expense of the Grantee. 4.5 No Surface Improvements. Notwithstanding any language in this Agreement to the contrary Grantee agrees that there will be no above ground facilities, appurtenances or Improvements placed in the Easement Area without Grantor's written consent. Grantor shall have no obligation to provide said consent. Any above ground facilities that may be required by law shall be placed on lands other than the Grantor's Property. 4.6 Fences. To the extent that construction operations and/or use of the Easement Area require the temporary removal of part of a then existing fence, Grantee shall at all times provide temporary fencing of an equivalent size, grade, quality, and type present at the time of removal, so that persons cannot gain access to Grantor's Property. 4.7 Limit Disruption. Without limiting the specific covenants in this Agreement, Grantee shall conduct all of its operations and activities under this Agreement in a manner so as to limit the disruption and interference to the Grantor's Property and, specifically, all work shall be performed in such a manner as to not unreasonably interfere with Grantor's access to "Parcel 2 Unsubdivided Land". An unreasonable interference shall include, without limitation, any activities which impede. Grantor's access to the Grantor's Property during Grantor's hours of operations. Except in the event of an emergency, Grantor shall be provided with thirty (30) days advance written notice of any work occurring in the Easement Area. 4.8 As -Built Survey or Drawinas. Grantee agrees to provide Grantor with a copy of an As -Built Survey, as amended, or Drawings with respect to the Improvements on the Easement Area. 5. Indemnifieation. Grantee shall indemnify, defend, and hold Grantor, its successors and assigns, transferees, employees, agents, lessees, contractors, subcontractors, as well as trustees, beneficiaries, relatives, partners, officers, directors and related or affiliated entities harmless from any and all liability, liens, demands, judgments, suits, attorneys' fees, costs and claims of any kind or character arising out of, in connection with, or relating to Grantee's operations under the terms of this Agreement, including, but not limited to, the construction, installation, maintenance, replacement, repair or removal of the Improvements on the Grantor's Property, environmental issues, claims for injury to or death of any persons, damage, loss or destruction of any property, real or personal, any breach of this Agreement by the indemnifying party. Grantee further covenants and agrees to defend any suits brought against Grantor on any claims, and to pay any judgment against Grantor resulting from any suit or suits arising from Grantee's operations under the terms of this Agreement. Grantor, if it so elects, shall have the right to participate, at its sole expense, in its defense in any suit or suits in which it may be a party, without relieving Grantee of the obligation to defend Grantor. it is the intention of Grantee and Grantor that Grantee shall not be liable to Grantor in respect of (and the foregoing indemnity shall not cover) any claim to the extent the same resulted from the willful misconduct or bad faith of the Grantor. This provision shall survive the termination of the Agreement. Page 3 of 10 6. Insurance. Prior to the commencement of any work on the Easement Area, Grantee shall cause its contractor(s) to provide to Grantor, a certificate of insurance with limits of no less than $1 million per occurrence for general and/or excess liability and statutory worker's compensation insurance. The insurance required herein may be met thought a combination of primary, excess, and self-insurance. Such insurance coverage shall name Grantor as an additional insured and shall provide for thirty (30) days prior written notice to Grantor of any cancellation or material change. 7. Title. Grantee agrees that this Easement is made under and subject to all matters of record and accepts the condition of the Easement Area on an "AS IS" basis. Grantor makes no warranty or representation with respect to its right, title, and interest in and to the Easement Area or the condition thereof, and the easement(s) granted by this Easement are subject to all leases, easements, rights -of -way, encumbrances, covenants, conditions, exceptions, agreements, restrictions, servitudes, and reservations heretofore granted or reserved, of record, and physical obstructions. 8. Reservation by Grantor. All right, title and interest in and to any Easement Area under this Agreement which may be used and enjoyed without interfering with the rights conveyed by this Agreement are reserved to Grantor and Grantee specifically agrees that this Easement shall not limit Grantor's use of the Easement Area for a driveway, parking of vehicles, including trucks, and storage of containers and equipment. 9. Access. Notwithstanding anything to the contrary contained in this Agreement, ingress to and egress from the Easement Area, shall be lunited to the Easement Area and any adjoining public roads and/or rights of way. Any other access shall be permitted only by further written agreement between the Grantor and the Grantee. 10. Abandonment. At such future time as the Improvements shall cease to be used, and upon Grantee's approval, not to be unreasonably conditioned, delayed or withheld, Grantee will promptly record a release of this Easement in the appropriate public office and the Easement shall terminate and be of no further force and effect. 11. Successors and Assigns. The respective rights and duties herein of Grantor and Grantee shall inure to the benefit of, and shall be binding upon, the respective successors, assigns, heirs, personal representatives, lessees, licensees and/or tenants of Grantor and Grantee. Grantor and Grantee, as used herein, shall be deemed to be plural, when required to be so. It is mutually agreed that this instrument contains and expresses all of the agreements and understandings of the Parties in regard to the subject matter thereof, and no implied covenant, agreement or obligation shall be read into this Agreement or imposed upon the parties or either of them. 12. Notice. All notices, demands, deliveries and communications under this Agreement shall be delivered or sent by: (i) fist class or certified mail, postage prepaid, return receipt requested or (ii) nationally recognized overnight carrier to the parties first designated above or to such other address as either party may designate in writing in accordance with this section. Notices shall be deemed given three (3) business days after being mailed or one (I ) business day after delivery to the overnight carrier. Page 4 of 10 13. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed original, and all of which together shall constitute one and the same instrument. If, for any reason, any party named herein fails to execute this contract, it shall, nevertheless, be binding upon the signing parties. 14. Entire Agreement. This Agreement constitutes the entire agreement between Parties and supersedes all prior verbal agreements, representations or understandings pertaining to the subject matter of this agreement and may only be modified by a written agreement signed by all parties. This Agreement shall be deemed to be made under, and shall be governed by, construed, interpreted and enforced in accordance with the internal laws of the State of Illinois in effect as of the date of this Agreement, without regard to conflict of law provisions and regardless whether the law of any other jurisdiction is consistent with Illinois law. The failure of a party to seek redress for violation of, or to insist upon strict performance of, any provision of this Agreement shall not be a waiver of that provision by that party or estop that party from asserting fully any and all of its rights under this Agreement. The Recitals first set forth above are incorporated herein. Signatures on following pages Page 5of10 IN WITNESS WHEREOF, the parties and/or their duly authorized representatives have signed this instrument this M 6 day of ;j-U4A2..' )2018. ram, Un'v I L-W L.Xr X�V itness Witness GRANTOR: WASTE MANAGEMENT OF ILLINOIS, a Delaware corporation By: 1. L — - Name: James A. Wilson Title: Vice President GRANTEE: CITY OF MCHENRY By: Name: Title: Page 6 of 10 STATE OF ILLINOIS ) ) SS: COUNTY OF DUPAGE ) I, the undersigned, a Notary Public in and for said County and State, do hereby certify that James A. Wilson, personally known to me to be a Vice President of Waste Management of Illinois, Inc., a Delaware corporation, and personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that he signed and delivered the said instrument as Vice President pursuant to authority given by the Board of Directors of said corporation as his free and voluntary act, and as the free and voluntary act of said corporation, for the uses and purposes set forth therein. Witness my hand and Notarial Seal this day of �J— � , 2018. Notary Pubhe My Commission Expires: OFFICIAL SEAL CYNTHIA SCHULTZ E ARY PUBLIC - STATE OF ILLNOIS COMMISSION EXPIRES:09/23/18 Page 7 of 10 STATE OF ILLINOIS ) SS: COUNTY OF ) I, the undersigned, a Notary Public in and for said County and State, do hereby certify that , personally known to me to be a of the City of McHenry, and personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that s/he signed and delivered the said instrument as such pursuant to authority given by the of said city as his/her free and voluntary act, and as the free and voluntary act of said corporation, for the uses and purposes set forth therein. Witness my hand and Notarial Seal this day of 52018. My Commission Expires: This instrument prepared by: Waste Management of Illinois, Inc. Corporate Real Estate Department 720 East Butterfield Road, 4th Floor Lombard, IL 60148 Page 8 of 10 Notary Public EXHIBIT A See attached Page 9 of 10 L= —---T i� gg a Oail 4� ]Mi 1 n ^ � S 'I �• S iB � � tl� 3` J 4 LANE 00 9 9 8 00 ''' 6Y yoo tl m D hR 1�/6s •aR'= = RR O O Z s \g m m ic 7F�1��qkn!�F�_�•P. ' � Ea ria sp99e -CEk' ay spqa�r �aFd¢RRq$ ¢ J Y Ys ' g�-q� A$v$p(t C°xi: •� a4it ��a�atl• :Q• � 'litI'gggB3pypMa.� � r€5 fi� t•�� �andd8!�,.'�i �i. 9 \�\ L p Qg vn �4i> •1 a c�i° Rr�d' tb 'ii< e k yy / i. i AjS t' tilt •; S� i y� aXLEj .¢J ! t 'Gl o Z!3 : pF �1 �.�`�L. iyaeh# G jai° $r R°� 6ay 6 s�i;X gaik' jp a �r E' ACC ga y: �� SIuF_C; ;pi F{zqp,o_QFu r--°RdY Jib $, ^ *9c¢�q¢T sae F� a�nx ��f� 1g!ipsa�p t �g t ; iT4 .a E THE CHAPEL - 1809 ILLINOIS ROUTE 31, MCHENRY, ILLINOIS M a n h a r AGMENT OF ILUNOIS.- 1 k WASTE WATER MAN 4 — _ S. , INC. EASEMENT AGREEMENT _ CONSULTING ' EXHIBIT .�...r...�...�... ....o...� _..... EXHIBIT B LEGAL DESCRIPTION OF EASEMENT AREAS EASEMENT AREA ON PARCEL 2: THE, EAST 10.00 FEET OF THE WEST 345.74 FEET OF THE NORTH 251.98 FEET OF THE SOUTH 551.65 FEET (AS MEASURED BETWEEN PARALLEL LINES), OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS. EASEMENT AREA ON PARCEL 3: THE WEST 10.00 FEET OF THE NORTH 251.98 FEET OF THE SOUTH 551.65 FEET (AS MEASURED BETWEEN PARALLEL LINES), OF THE NORTH HALF OF THE SOUTHEAST QURTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING WESTERLY OF THE CENTERLINE OF THE PUBLIC HIGHWAY, KNOWN AS STATE ROUTE 31, (EXCEPT THE WEST 345.74 FEET OF THE SAID NORTH HALF OF THE SOUTHEAST QUARTER THEREOF MEASURED BETWEEN PARALLEL LINES), IN MCHENRY COUNTY, ILLINOIS. IN MCHENRY COUNTY, ILLINOIS. Page 10 of 10 EXHBT A TO WASTE MANAGEMENT OF ILLINOIS, INC. EASEMENT AGREEMENT MT OE THE NOR1H NNF Oi iM SOUTIE.ST gINiTFa 6 SELTQI 10. TOEIaNw M NR[TN. - a EAST OF ME TN.,O RRNCIRaE NERIOIAN. IN NLNENRY LRI . NLNRS LOT T ,aae� Rao' U DSUIKX lD LAND N01 u, E (IwItT 2) NEfEY PARCEL 2 WNSIRgYDLD LAID rw 1[-10-,o-wo N 0 'u' • as 'u'E NUNIaK uTurr EA91Flli NUNItlPI1 (1RM.[ 1) a a22rar N � EINrCf I) q1T M w umEA T NPpY awrlm PARCEL 2 UWIL.oFVKXW mm'u• E mlx 5 C• sas• [ oi.K � N N n]YM' • ]a..I yf N 00011u' ■ It yy� pS PARCEL 1 .m ®E�Y� LAID NNw..n a War E &W aR *r E 16aa' PIN'S i IIF,(o-0-1'N-�UG10 ,ti10-�-GO! CRAPFQC SCALE BASIS OF BEAMAYCS J 54VRVA7'OR'S MOTES C= 01 011 All CRAMOR'S ZMAL DESCRIPTION rm ca Ewva ETEV wma i .M III, IN N L E E n.Tc .wa a. n wwr [ww wn. 2 urm u xw[M rME i Um 6 M t,w r�wvk 1pnM .a"�i UX M ¢ L WHE Y Rw�v/Zeq�ai'n�lw�im_w'�.�wN,I[N En. r. mm[i. iTZT "i wow. mwV. urns x wow. mwTr. uwws I' w E � PROPOSED EASE"AT i LWAL DESCRIPTION ¢ ? 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[ma u sE.n 6; NEVI rxuWiNilesA wo1 wainrM.. wwa�N wwV'�wr EXHIBIT B LEGAL DESCRIPTION MUNICIPAL UTILITY EASEMENT TRACT 1: THAT PART OF THE SOUTH 299.67 FEET (AS MEASURED BETWEEN PARALLEL LINES) OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING WESTERLY OF THE CENTERLINE OF PUBLIC HIGHWAY KNOWN AS STATE ROUTE 31, IN MCHENRY COUNTY, ILLINOIS DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTH HALF OF SAID SOUTHEAST QUARTER AND THE WEST LINE OF SAID SOUTHEAST QUARTER; THENCE NORTH 89 DEGREES 29 MINUTES 35 SECONDS EAST, ALONG SAID SOUTH LINE, A DISTANCE OF 217.01 FEET TO THE POINT OF BEGINNING; THENCE NORTH 00 DEGREES 01 MINUTES 44 SECONDS WEST, ALONG A LINE 217.00 FEET EAST OF AND PARALLEL WITH SAID WEST LINE, A DISTANCE OF 299.67 FEET TO THE NORTH LINE OF THE SOUTH 299.67 FEET OF SAID NORTH HALF; THENCE NORTH 89 DEGREES 29 MINUTES 35 SECONDS EAST, ALONG SAID LINE, A DISTANCE OF 184.50 FEET; THENCE SOUTH 00 DEGREES 01 MINUTES 44 SECONDS EAST, A DISTANCE OF 48.00 FEET TO A LINE 48.00 FEET SOUTH OF AND PARALLEL TO SAID NORTH LINE; THENCE SOUTH 89 DEGREES 29 MINUTES 35 SECONDS WEST, ALONG SAID LINE, A DISTANCE OF 25.00 FEET; THENCE NORTH 00 DEGREES 01 MINUTES 44 SECONDS WEST, A DISTANCE OF 18.00 FEET; THENCE NORTH 67 DEGREES 22 MINUTES 46 SECONDS WEST, A DISTANCE OF 25.46 FEET TO A LINE 20.00 FEET SOUTH OF AND PARALLEL TO SAID NORTH LINE; THENCE SOUTH 89 DEGREES 29 MINUTES 35 SECONDS WEST, ALONG SAID LINE, A DISTANCE OF 116.00 FEET TO A LINE 237.00' EAST OF AND PARALLEL TO AFORESAID WEST LINE; THENCE SOUTH 00 DEGREES 01 MINUTES 44 SECONDS EAST, ALONG SAID LINE, A DISTANCE OF 269.67 FEET TO A LINE 10.00 FEET NORTH OF AND PARALLEL TO AFORESAID SOUTH LINE; THENCE NORTH 89 DEGREES 29 MINUTES 35 SECONDS EAST, ALONG SAID LINE, A DISTANCE OF 5.00 FEET; THENCE SOUTH 00 DEGREES 01 MINUTES 44 SECONDS EAST, A DISTANCE OF 10.00 FEET TO SAID SOUTH LINE; THENCE SOUTH 89 DEGREES 29 MINUTES 35 SECONDS WEST, ALONG SAID LINE, A DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING. TRACT 2: THE EAST 10.00 FEET OF THE WEST 345.74 FEET OF THE NORTH 251.98 FEET OF THE SOUTH 551.65 FEET (AS MEASURED BETWEEN PARALLEL LINES), OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS. TRACT 3: THE WEST 10.00 FEET OF THE NORTH 251.98 FEET OF THE SOUTH 551.65 FEET (AS MEASURED BETWEEN PARALLEL LINES), OF THE NORTH HALF OF THE SOUTHEAST QURTER OF SECTION 10, TOWNSHIP 44 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING WESTERLY OF THE CENTERLINE OF THE PUBLIC HIGHWAY, KNOWN AS STATE ROUTE 31, (EXCEPT THE WEST 345.74 FEET OF THE SAID NORTH HALF OF THE SOUTHEAST QUARTER THEREOF MEASURED BETWEEN PARALLEL LINES), IN MCHENRY COUNTY, ILLINOIS, IN MCHENRY COUNTY, ILLINOIS. PREPARED BY: MANHARD CONSULTING, LTD. 900 WOODLANDS PARKWAY VERNON HILLS, ILLINOIS 60061 PHONE:847.634.5550 FAX:847.634.0095 AS -NEEDED CHECKS COUNCIL MEETING 7-23-18 100 100-00-3330 JOYNER, MARY 12.00 06/15/2018 100 100-01-4220 BRUNKALLA, MARTIN 225.00 06/21/2018 100 100-01-4220 DANIELS, MAX 300.00 06/21/2018 100 100-01-4220 JONSSON, PETE 225.00 06/21/2018 100 100-01-4220 NIEMO, CHERYL 225.00 06/21/2018 100 100-01-4220 SARNWICK, KEVIN 475.00 06/21/2018 100 100-01-4220 WIRTZ, PAT 100.00 06/27/2018 100 100-01-5110 PATTEN INDUSTRIES INC 516.25 04/30/2018 100 100-01-5110 CINTAS CORPORATION LOC 355 51.76 06/15/2018 100 100-01-5110 CINTAS CORPORATION LOC 355 51.76 06/15/2018 100 100-01-5110 ILLINOIS STATE POLICE 270.00 04/30/2018 100 100-01-5110 UPS 11.66 06/15/2018 100 100-01-5110 LAKESIDE PEST CONTROL SERVICE INC 121.00 06/21/2018 100 100-01-5110 U.S. BANK 311.00 06/21/2018 100 100-01-5110 TYLER TECHNOLOGIES 31.25 06/29/2018 100 100-01-5320 VERIZON WIRELESS 1.77 06/21/2018 100 100-01-5410 ICMA 1259.00 06/21/2018 100 100-01-5410 ILLINOIS CITY/COUNTY MANAGEMENT ASSOC 348.50 06/21/2018 100 100-01-5420 BANKCARD PROCESSING CENTER 506.94 04/30/2018 100 100-01-5420 BANKCARD PROCESSING CENTER 694.73 06/29/2018 100 100-01-5510 COMED 77.94 06/29/2018 100 100-01-6110 HOME DEPOT CREDIT SERVICES 470.06 06/15/2018 100 100-01-6110 ACE HARDWARE, MCHENRY 288.39 06/21/2018 100 100-01-6110 SYNCB/AMAZON 482.65 06/21/2018 100 100-01-6210 BANKCARD PROCESSING CENTER 50.58 04/30/2018 100 100-01-6940 SECRETARY OF STATE / POLICE DEPT 101.00 06/01/2018 100 100-01-6940 SECRETARY OF STATE/INDEX DEPT 10.00 06/15/2018 100 100-01-6940 BANKCARD PROCESSING CENTER 168.21 04/30/2018 100 100-01-6940 MCHENRY COUNTY RECORDER OF DEEDS 0.50 06/21/2018 100 100-01-6940 SECRETARY OF STATE/INDEX DEPT 10.00 06/27/2018 100 100-01-6940 SECRETARY OF STATE VEH SVS DEPT 1.00 06/29/2018 100 100-01-6940 SECRETARY OF STATE/INDEX DEPT 20.00 06/29/2018 100 100-03-5320 VERIZON WIRELESS 144.31 06/21/2018 100 100-03-5430 NWBOCA 30.00 06/08/2018 100 100-04-5310 PITNEY BOWES INC 261.00 06/29/2018 100 100-06-5330 SHAW MEDIA 77.14 06/21/2018 100 100-06-5330 SYNCB/AMAZON 269.95 06/21/2018 100 100-06-6210 SYNCB/AMAZON 53.48 06/21/2018 100 100-22-4510 JG UNIFORMS INC 243.40 04/30/2018 100 100-22-4510 GALLS LLC 532.65 04/30/2018 100 100-22-4510 JG UNIFORMS INC 16.00 04/30/2018 100 100-22-5110 UPS 7.69 06/15/2018 100 100-22-5110 ALPHA RANGE 1000.00 04/30/2018 100 100-22-5110 US BANK EQUIPMENT FINANCE 225.00 06/21/2018 100 100-22-5320 MOTOROLA 2408.00 06/21/2018 100 100-22-5320 VERIZON WIRELESS 1262.95 06/21/2018 100 100-22-6110 PORTER, DAVID 27.96 06/08/2018 100 100-22-6210 PORTER, DAVID 44.90 04/30/2018 100 100-22-6210 STAPLES BUSINESS CREDIT 434.79 04/30/2018 100 100-22-8300 CDS OFFICE TECHNOLOGIES 65322.00 06/15/2018 AS -NEEDED CHECKS COUNCIL MEETING 7-23-18 100 100-23-4510 GALLS LLC 1148.66 04/30/2018 100 100-23-4510 GALLS LLC 75.76 04/30/2018 100 100-23-5110 MCHENRY TOWNSHIP FIRE PROTECTION DIST 17578.23 04/30/2018 100 100-23-6110 BIG SKY COMMUNICATIONS, INC 49.50 06/21/2018 100 100-30-5320 VERIZON WIRELESS 72.74 06/21/2018 100 100-30-5430 BANKCARD PROCESSING CENTER 83.00 04/30/2018 100 100-30-6210 STAPLES BUSINESS CREDIT 51.18 04/30/2018 100 100-33-4510 CINTAS CORPORATION LOC 355 159.66 04/30/2018 100 100-33-4510 CINTAS CORPORATION LOC 355 207.23 06/21/2018 100 100-33-5110 US BANK EQUIPMENT FINANCE 99.43 06/08/2018 100 100-33-5110 BOLLINGER, LACK & ASSOCIATES, INC 1971.06 06/21/2018 100 100-33-5115 STATE FIRE MARSHAL 75.00 06/15/2018 100 100-33-5320 VERIZON WIRELESS 119.83 06/21/2018 100 100-33-5370 BANKCARD PROCESSING CENTER 114.59 04/30/2018 100 100-33-5370 ED'S AUTOMOTIVE/JIM'S MUFFLER SHOP 146.00 06/15/2018 100 100-33-5370 TEREX UTILITIES INC 767.67 06/15/2018 100 100-33-5370 TEREX UTILITIES INC 960.00 06/15/2018 100 100-33-5370 TEXAS REFINERY CORP 414.00 06/15/2018 100 100-33-5370 ACE HARDWARE, MCHENRY 60.55 06/21/2018 100 100-33-5370 RADICOM INC 126.20 04/30/2018 100 100-33-5520 COMED 301.91 06/01/2018 100 100-33-5520 COMED 33.53 06/29/2018 100 100-33-5520 COMED 301.63 06/29/2018 100 100-33-6110 GLOBAL EQUIPMENT COMPANY 934.92 04/30/2018 100 100-33-6110 NETWORKFLEET INC 291.30 04/30/2018 100 100-33-6110 OTTER SALES & SERVICE INC 62.00 04/30/2018 100 100-33-6110 BANKCARD PROCESSING CENTER 120.00 04/30/2018 100 100-33-6110 CINTAS CORPORATION LOC 355 163.02 04/30/2018 100 100-33-6110 HOME DEPOT CREDIT SERVICES 798.47 06/15/2018 100 100-33-6110 ACE HARDWARE, MCHENRY 343.19 06/21/2018 100 100-33-6110 CINTAS CORPORATION LOC 355 200.70 06/21/2018 100 100-33-6110 CURRAN CONTRACTING COMPANY 3863.00 06/21/2018 100 100-33-6110 SHAW MEDIA 125.38 06/21/2018 100 100-33-6110 FISCHER BROS FRESH 1286.25 04/30/2018 100 100-33-6110 FOXCROFT MEADOWS INC 799.50 06/27/2018 100 100-33-6115 CRESCENT ELECTRIC SUPPLY CO 136.71 04/30/2018 100 100-33-6115 CRESCENT ELECTRIC SUPPLY CO 123.49 04/30/2018 100 100-33-6115 ACE HARDWARE, MCHENRY 145.20 06/21/2018 100 100-33-6115 REBARS & STEEL COMPANY 112.50 04/30/2018 100 100-33-6210 STAPLES BUSINESS CREDIT 11.89 04/30/2018 100 100-41-3634 WENCE, ANGELICA 15.00 06/29/2018 100 100-41-5110 DOOR SERVICE INC 725.00 04/30/2018 100 100-41-5110 NABCO ENTRANCES, INC 3395.00 06/08/2018 100 100-41-5110 NABCO ENTRANCES, INC 220.00 04/30/2018 100 100-41-5110 NABCO ENTRANCES, INC 772.50 04/30/2018 100 100-41-5110 TOTAL PARKING SOLUTIONS, INC 960.00 04/30/2018 100 100-41-5110 ANDERLIK, ROBERT 600.00 06/15/2018 100 100-41-5310 BANKCARD PROCESSING CENTER 12.95 06/15/2018 100 100-41-5310 BANKCARD PROCESSING CENTER 40.00 04/30/2018 100 100-41-6110 SYNCB/AMAZON 86.37 06/21/2018 AS -NEEDED CHECKS COUNCIL MEETING 7-23-18 100 100-41-6210 SYNCB/AMAZON 66.32 06/21/2018 NORTHERN ILLINOIS WINTER SWIM 100 100-42-5410 CONFERENCE 350.00 06/15/2018 100 100-42-6110 LIFEGUARD STORE INC, THE 3472.00 06/08/2018 100 100-42-6110 BANKCARD PROCESSING CENTER 1300.00 06/15/2018 100 100-42-6110 HALOGEN SUPPLY COMPANY 924.76 06/15/2018 NORTHERN ILLINOIS WINTER SWIM 100 100-42-6110 CONFERENCE 550.00 06/15/2018 100 100-42-6110 ACE HARDWARE, MCHENRY 257.32 06/21/2018 100 100-42-6110 SYNCB/AMAZON 285.93 06/21/2018 100 100-42-6110 BANKCARD PROCESSING CENTER 248.87 06/29/2018 100 100-43-6110 BANKCARD PROCESSING CENTER 70.19 06/29/2018 100 100-44-6110 CONVEY SAFETY PRODUCTS 246.60 06/01/2018 100 100-44-6110 GOLD MEDAL PRODUCTS 388.31 04/30/2018 100 100-44-6110 BANKCARD PROCESSING CENTER 42.14 06/15/2018 100 100-44-6110 ACE HARDWARE, MCHENRY 25.90 06/21/2018 100 100-44-6110 SAM'S CLUB 1025,28 06/21/2018 100 100-44-6110 SYNCB/AMAZON 16.61 06/21/2018 100 100-44-6110 PEPSI COLA 308.18 06/27/2018 100 100-44-6110 BANKCARD PROCESSING CENTER 826.23 06/29/2018 100 100-45-4510 RED WING BUSINESS ADVANTAGE 134.99 04/30/2018 100 100-45-5110 BANKCARD PROCESSING CENTER 1396.31 06/29/2018 100 100-45-5320 VERIZON WIRELESS 74.41 06/21/2018 100 100-45-5510 COMED 17.13 06/01/2018 100 100-45-5510 COMED 70.44 06/29/2018 100 100-45-6110 JRM CHEMICALS INC 50.40 04/30/2018 100 100-45-6110 MENARDS - CRYSTAL LAKE 335.93 06/08/2018 100 100-45-6110 HOME DEPOT CREDIT SERVICES 887.66 06/15/2018 100 100-45-6110 ACE HARDWARE, MCHENRY 250.03 06/21/2018 100 100-45-6110 MULCH CENTER, THE 429.00 06/21/2018 100 100-45-6110 SHERWIN-WILLIAMS CO, THE 205.90 06/21/2018 100 100-45-6110 SYNCB/AMAZON 596.59 06/21/2018 100 100-46-5110 HUNTLEY PARK DISTRICT 103.80 06/08/2018 100 100-46-5110 HUNTLEY PARK DISTRICT 396.00 04/30/2018 100 100-46-5110 JUST 4 YOU TREATS 448.00 04/30/2018 100 100-46-5110 MCHENRY HIGH SCHOOL DISTRICT 156 212.50 04/30/2018 100 100-46-5110 ROCK'N' KIDS INC 420.00 04/30/2018 100 100-46-5110 ROCK'N' KIDS INC 889.00 04/30/2018 100 100-46-5110 WITT, CINDY 505.63 06/21/2018 100 100-46-5110 WITT, CINDY 1344.13 06/21/2018 100 100-46-5110 BANKCARD PROCESSING CENTER 2224.20 06/29/2018 100 100-46-5110 WITT, CINDY 1153.32 06/29/2018 100 100-46-5320 VERIZON WIRELESS 31.78 06/21/2018 100 100-46-5430 GLOBAL COMPLIANCE NETWORK 250.00 04/30/2018 100 100-46-6110 LOCKER'S FLOWERS 130.00 04/30/2018 100 100-46-6110 TONY'S FAMILY TAILOR SHOP 24.00 04/30/2018 100 100-46-6110 BANKCARD PROCESSING CENTER 286.01 06/15/2018 100 100-46-6110 BANKCARD PROCESSING CENTER 30.00 04/30/2018 100 100-46-6110 SAM'S CLUB 17.56 06/21/2018 100 100-46-6110 SYNCB/AMAZON 232.31 06/21/2018 100 100-47-5110 LAKE FOREST SWIM CLUB 656.00 06/01/2018 AS -NEEDED CHECKS COUNCIL MEETING 7-23-18 100 100-47-5110 MCHENRY COMMUNITY SCHOOL DIST #15 165.06 06/01/2018 100 100-47-5110 SWENO, ROBERT M 437.50 06/08/2018 100 100-47-5110 PALATINE SWIM TEAM 640.00 06/21/2018 100 100-47-5110 PATRIOT AQUATIC CLUB 855.00 06/21/2018 100 100-47-5110 TRAILS SWIM TEAM 494.00 06/21/2018 100 100-47-5410 BANKCARD PROCESSING CENTER 125.00 06/15/2018 100 100-47-5430 BANKCARD PROCESSING CENTER 28.00 06/29/2018 100 100-47-6110 CONNEY SAFETY PRODUCTS 200.00 06/01/2018 100 100-47-6110 BANKCARD PROCESSING CENTER 225.55 06/15/2018 100 100-47-6110 ACE HARDWARE, MCHENRY 111.17 06/21/2018 100 100-47-6110 BANKCARD PROCESSING CENTER 12.95 06/29/2018 100 100-47-6920 BANKCARD PROCESSING CENTER 391.25 06/15/2018 100 100-47-6920 BANKCARD PROCESSING CENTER 150.00 06/29/2018 200 200-00-5110 MENARDS - CRYSTAL LAKE 29.96 04/30/2018 205 205-00-6940 MCHENRY COUNTY FAIR ASSN 105.00 06/01/2018 205 205-00-6940 GIOVANNI, KIM 273.68 06/27/2018 205 205-00-6940 KASZUBOWSKI, VANESSA 352.01 06/27/2018 205 205-00-6940 SMULSKI, CANDY 78.54 06/27/2018 205 205-00-6940 FIRST NAT'L BANK OF MCHENRY 200.00 06/29/2018 205 205-00-6940 MCHENRY COUNTY FAIR ASSN 150.00 06/29/2018 225 225-00-5110 MCHENRY TOWNSHIP FIRE PROTECTION DIST 49022.20 04/30/2018 MCHENRY COMMUNITY HIGH SCHOOL DIST 260 260-00-6970 156 1011.00 04/30/2018 260 260-00-6970 MCHENRY COMMUNITY SCHOOL DIST #15 1383.00 04/30/2018 260 260-00-6980 MCHENRY PUBLIC LIBRARY 86.00 04/30/2018 260 260-00-6990 CARPENTRY DEVELOPMENT COMPANY 150.00 06/15/2018 260 260-00-6990 HILLSIDE CONTRACTORS 86.00 04/30/2018 MCHENRY COMMUNITY HIGH SCHOOL DIST 280 280-00-6970 156 11177.95 04/30/2018 280 280-00-6970 MCHENRY COMMUNITY SCHOOL DIST #15 20759.05 04/30/2018 280 280-00-6980 MCHENRY PUBLIC LIBRARY 12560.00 04/30/2018 280 280-41-8800 BAKER & SON CO, PETER 11952.00 06/08/2018 280 280-41-8800 RYDIN DECAL 345.00 06/08/2018 280 280-41-8800 TOTAL PARKING SOLUTIONS, INC 250.00 06/08/2018 280 280-41-8800 TOTAL PARKING SOLUTIONS, INC 9995.00 04/30/2018 280 280-41-8800 RYDIN DECAL 16.90 06/15/2018 280 280-41-8800 BANKCARD PROCESSING CENTER 1139.68 06/21/2018 280 280-41-8800 ASSOCIATED ELECTRICAL CONTRACTORS 79430.00 06/29/2018 400 400-00-5110 MENDEZ LANDSCAPING & BRICK PAVERS INC 1250.00 06/08/2018 400 400-00-5110 BANKCARD PROCESSING CENTER 132.00 06/29/2018 400 400-00-5210 BANKCARD PROCESSING CENTER 55.00 06/29/2018 400 400-00-5215 BANKCARD PROCESSING CENTER 61.04 06/29/2018 400 400-00-5321 DIRECTV 275.97 06/08/2018 400 400-00-5321 BANKCARD PROCESSING CENTER 515.71 06/29/2018 400 400-00-5430 BANKCARD PROCESSING CENTER 84.00 06/29/2018 400 400-00-5510 COMED 1589.89 06/29/2018 400 400-00-6110 BUNDY AUDIO 414.00 04/30/2018 400 400-00-6110 HOME DEPOT CREDIT SERVICES 49.97 06/15/2018 400 400-00-6110 ACE HARDWARE, MCHENRY 15.29 06/21/2018 400 400-00-6110 BANKCARD PROCESSING CENTER 2875.04 06/29/2018 400 400-00-6120 BANKCARD PROCESSING CENTER 37.61 06/29/2018 AS -NEEDED CHECKS COUNCIL MEETING 7-23-18 400 400-00-6130 CINTAS CORPORATION LOC 355 33.69 06/15/2018 400 400-00-6210 STANS LPS MIDWEST 1170.86 04/30/2018 400 400-40-5375 DIRECT FITNESS SOLUTIONS 155.00 04/30/2018 400 400-40-6110 BANKCARD PROCESSING CENTER 72.50 04/30/2018 400 400-40-6110 SYNCB/AMAZON 21.90 06/21/2018 440 440-00-8900 HLR 13999.25 06/15/2018 440 440-00-8900 ACRES GROUP 19448.00 04/30/2018 440 440-00-8900 HLR 1083.50 06/21/2018 510 510-2200 SASAK, TODD 18.00 06/08/2018 510 510-31-5110 US BANK EQUIPMENT FINANCE 99.43 06/08/2018 510 510-31-5320 VERIZON WIRELESS 207.19 06/21/2018 510 510-31-5370 ED'S AUTO MOTIVE/J I M'S MUFFLER SHOP 29.00 06/15/2018 510 510-31-5430 BANKCARD PROCESSING CENTER 170.00 04/30/2018 510 510-31-5510 NICOR GAS 404.09 06/21/2018 510 510-31-5510 COMED 2236.89 06/29/2018 510 510-31-5510 COMED 1513.01 06/29/2018 510 510-31-6110 BANKCARD PROCESSING CENTER 315.18 04/30/2018 510 510-31-6110 HOME DEPOT CREDIT SERVICES 237.07 06/15/2018 510 510-31-6110 ACE HARDWARE, MCHENRY 173.77 06/21/2018 510 510-31-6110 COLUMBIA PIPE & SUPPLY CO 243.08 04/30/2018 510 510-31-6940 MCHENRY COUNTY RECORDER OF DEEDS 100.00 06/21/2018 510 510-32-4510 CINTAS CORPORATION LOC 355 921.55 06/21/2018 510 510-32-5110 US BANK EQUIPMENT FINANCE 99.43 06/08/2018 510 510-32-5110 AQUA ILLINOIS - PA 159.90 06/15/2018 510 510-32-5110 IN -PIPE TECHNOLOGY COMPANY INC 7750.00 04/30/2018 510 510-32-5110 UTILITY & MUNICIPAL SERVICES 159.90 04/30/2018 510 510-32-5320 VERIZON WIRELESS 46.55 06/21/2018 510 510-32-5370 ED'S AUTO MOTIVE/J I M'S MUFFLER SHOP 30.00 06/15/2018 510 510-32-5380 ACE HARDWARE, MCHENRY 129.79 06/21/2018 510 510-32-5410 FOX VALLEY OPERATORS ASSOCIATION 100.00 06/27/2018 510 510-32-5510 COMED 129.81 06/01/2018 510 510-32-5510 NICOR GAS 1042.76 06/21/2018 510 510-32-5510 COMED 1745.23 06/29/2018 510 510-32-5510 COMED 6126.62 06/29/2018 510 510-32-5580 WINNEBAGO LANDFILL CO 8376.84 06/08/2018 510 510-32-5580 WINNEBAGO LANDFILL CO 8104.32 06/08/2018 510 510-32-6110 NCL OF WISCONSIN INC 644.58 04/30/2018 510 510-32-6110 CENTURY SPRINGS 34.00 06/15/2018 510 510-32-6110 HOME DEPOT CREDIT SERVICES 160.18 06/15/2018 510 510-32-6110 ACE HARDWARE, MCHENRY 841.55 06/21/2018 510 510-32-6210 STAPLES BUSINESS CREDIT 199.99 06/08/2018 510 510-32-6940 MCHENRY COUNTY RECORDER OF DEEDS 140.00 06/21/2018 510 510-35-4510 RED WING BUSINESS ADVANTAGE 175.99 06/08/2018 510 510-35-4510 RED WING BUSINESS ADVANTAGE 152.99 04/30/2018 510 510-35-5110 US BANK EQUIPMENT FINANCE 99.43 06/08/2018 510 510-35-5320 VERIZON WIRELESS 76.02 06/21/2018 510 510-35-5370 ARIES INDUSTRIES INC 1591.22 06/15/2018 510 510-35-6110 EJ USA INC 3655.00 04/30/2018 510 510-35-6110 EJ USA INC 1995.00 04/30/2018 510 510-35-6110 EJ USA INC 3550.00 04/30/2018 AS -NEEDED CHECKS COUNCIL MEETING 7-23-18 510 510-35-6110 EJ USA INC 5325.00 04/30/2018 510 510-35-6110 HOME DEPOT CREDIT SERVICES 186.12 06/15/2018 510 510-35-6110 ACE HARDWARE, MCHENRY 115.86 06/21/2018 510 510-35-6110 SHAW MEDIA 106.62 06/21/2018 510 510-35-6110 SHERWIN-WILLIAMS CO, THE 651.82 06/21/2018 600 600-00-6960 CONDUENT HR CONSULTING LLC 83.25 04/30/2018 600 600-00-6960 CONDUENT HR CONSULTING LLC 65.25 04/30/2018 620 620-00-5110 COMCAST CABLE 133.85 06/21/2018 620 620-00-5110 COMCAST CABLE 128.95 06/21/2018 620 620-00-5110 COMCAST CABLE 329.70 06/2112018 620 620-00-5110 COMCAST CABLE 124.90 06/21/2018 620 620-00-5320 AT&T 1352.04 06/08/2018 620 620-00-5320 AT&T 408.07 06/08/2018 620 620-00-5320 AT&T 58.58 06/08/2018 620 620-00-5320 AT&T 408.07 06/08/2018 620 620-00-5320 AT&T 963.99 06/08/2018 620 620-00-5320 AT&T 2282.87 06/08/2018 620 620-00-5320 AT&T 526.94 06/08/2018 620 620-00-5320 AT&T 57.55 06/21/2018 620 620-00-5320 AT&T 60.10 06/21/2018 620 620-00-5320 AT&T 1355.24 06/21/2018 620 620-00-5320 AT&T 59.05 06/21/2018 620 620-00-5320 AT&T 1787.98 06/21/2018 620 620-00-5320 AT&T 515.56 06/21/2018 620 620-00-5320 VERIZON WIRELESS 41.55 06/21/2018 620 620-00-6110 STANS LPS MIDWEST 207.20 06/21/2018 620 620-00-6210 STANS LPS MIDWEST 87.31 06/21/2018 620 620-00-6210 STANS LPS MIDWEST 158.14 06/21/2018 11047.64 464544.1 TOTAL 3 149084.0 FUND 100 2 FUND 200 29.96 FUND 205 1159.23 FUND 225 49022.20 FUND 260 2716.00 147625.5 FUND 280 8 FUND 400 8809.47 FUND 440 34530.75 FUND 510 60370.78 FUND 600 148.50 FUND 620 11047.64 464544.1 3 ti 1 McHenry, IL M e n)r Vendor Name Payable Number Vendor: BOLLINGER, LACK & ASSOCIATES, INC BOLLINGER, LACK& 19125-1 Vendor: BRYAN, MICHAEL P BRYAN, MICHAELP INV0006273 Vendor: CENTEGRA OCCUPATIONAL HEALTH CENTEGRA OCCUPATIONAL 212405 Vendor: CHENEY, RYAN CHENEY, RYAN INV0006274 Vendor: CHICAGO METROPOLITAN AGENCY FOR PLANNING CHICAGO METROPOLITAN FY2019-129 Vendor., CLEARVIEW LANDSCAPE CONSTRUCTION, INC CLEARVIEW LANDSCAPE 910 CLEARVIEW LANDSCAPE 910 CLEARVIEW LANDSCAPE 910A CLEARVIEW LANDSCAPE 910A Vendor: COLLETTE, ROBERT COLLETTE, ROBERT 18-06-073 Vendor: COMED COMED INV0006275 COMED INV0006275 COMED INV0006275 COMED INV0006275 COMED INV0006277 COMED INV0006277 COMED INV0006277 COMED INV0006277 Vendor: CONDUENT HR CONSULTING LLC CONDUENT HR CONSULTING 2382454 Vendor: CONSTELLATION NEWENERGY INC CONSTELLATION NEWENERGY INV0006276 CONSTELLATION NEWENERGY INV0006276 CONSTELLATION NEWENERGY INV0006276 CONSTELLATION NEWENERGY INV0006276 Vendor: CURRAN CONTRACTING COMPANY CURRAN CONTRACTING 14574 CURRAN CONTRACTING 14634 Vendor: DUCAK,JASON DUCAK,JASON INV0006280 7/18/2018 8:16:21 AM Expense Approval Register List of Bills Council Meeting 7-23-18 Post Date Description (Item) Account Number Amount 07/23/2018 PEARL/LINCOLN 440-00-8600 22,261.93 Vendor BOLLINGER, LACK & ASSOCIATES, INC Total: 22,261.93 07/23/2018 6/23-6/13 (7/137)PAY SHEET 100-47-5110 75.00 Vendor BRYAN, MICHAEL P Total: 7S.00 07/23/2018 ALMAZAN, LORENZ, MORALES 100-05-5110 295.00 Vendor CENTEGRA OCCUPATIONAL HEALTH Total: 29S.00 07/16/2018 UNIFORM REIMB 51G-35-4510 78.67 Vendor CHENEY, RYAN Total: 78.67 07/23/2018 FY ANNUAL LOCAL CONTR 100-01-5410 997.04 Vendor CHICAGO METROPOLITAN AGENCY FOR PLANNING Total: 997.04 07/23/2018 6/4-7/6 MOWING 100-33-5110 2,226.50 07/23/2018 6/4-7/6 MOWING 100-45-5110 13,945.00 07/23/2018 MOWING 6/4-7/6 510-31-5110 890.00 07/23/2018 MOWING 6/4-7/6 510-32-5110 663.50 Vendor CLEARVIEW LANDSCAPE CONSTRUCTION, INC Total: 17,725.00 07/23/2018 TMP US REF 100-00-3410 30.00 Vendor COLLETTE, ROBERT Total: 30.00 07/23/2018 UTIL 510-31-5510 1,941.69 07/23/2018 UTIL 510-31-5510 1,605.96 07/23/2018 UTIL 510-32-5510 8,116.49 07/23/2018 UTIL 510-32-5510 1,839.29 07/23/2018 UTIL 100-33-5515 7.88 07/23/2018 UTIL 1OD-33-5520 74.91 07/23/2018 UTIL 100-45-5510 1.45 07/23/2018 UTIL 40G-00-5510 2,809.47 Vendor COMED Total: 16,397.14 07/23/2018 MAY SVSFEES 600-00-6960 87.75 Vendor CONDUENT HR CONSULTING LLC Total: 87.75 07/23/2018 UTIL 100-33-5520 07/23/2018 UTIL 100-42-5510 07/23/2018 UTIL 100-44-5510 07/23/2018 UTIL 100-45-5510 Vendor CONSTELLATION NEWENERGY INC Total: 07/23/2018 MAT 100-33-6110 07/23/2018 MAT 100-33-6110 Vendor CURRAN CONTRACTING COMPANY Total: 07/23/2018 MEAL REIMB 100-22-5420 1,261.95 21,168.46 32.81 34.77 22,497.99 2,939.91 272.20 3,212.11 8.00 Expense Approval Register Packet: APPKTO1214 - 7-23-18 AP CKS Vendor Name Payable Number Post Date Description (item) Account Number Amount DUCAK, JASON INV0006281 07/23/2018 MEAL REIMB 100-22-5420 40.00 Vendor DUCAK, JASON Total: 48.00 Vendor: EDER CASELLA & CO EDER CASELLA & CO 25516 07/23/2018 AUDIT EXAM -PROGRESS BILL 230-00-5110 22,000.00 Vendor EDER CASELLA & CO Total: 22,000.00 Vendor: EISERMAN, TERRY EISERMAN, JERRY INV0006282 07/23/2018 REIMB FOOD & HEALTH 100-47-6920 111.56 Vendor EISERMAN, JERRY Total: 111.56 Vendor: ELEOSIDA, MARIA CECILIA ELEOSIDA, MARIA CECILIA INVOOD6283 07/23/2018 VEH STK REF 100-2200 12.00 Vendor ELEOSIDA, MARIA CECILIA Total: 12.00 Vendor: FIORE, CORI FIORE, CORI 204851 07/23/2018 CXL CLASS 100-41-3637 75.00 Vendor FIORE, CORI Total: 75.00 Vendor: GERSTUNG, KATIE GERSTUNG, KATIE 204670 07/23/2018 RAIN OUTS 100-41-3634 24.00 Vendor GERSTUNG, KATIE Total: 24.00 Vendor: GLICK IV, HENRY W GLICK IV, HENRY W INV0006284 07/23/2018 6/23-6/13 (7/137) PAY SHEET 100-47-5110 125.00 Vendor GLICK IV, HENRY W Total: 125.00 Vendor: GOVERNMENT FINANCE OFFICERS ASSOCIATION GOVERNMENT FINANCE INV0006286 07/23/2018 REWLYNCH 100-04-5410 225.00 Vendor GOVERNMENT FINANCE OFFICERS ASSOCIATION Total: 225.00 Vendor: ILHIA ILHIA INV000628S 07/23/2018 CONF-A.BIRK, CLESEN, ROSKE, 100-22-5430 900.00 Vendor ILHIA Total: 900.00 Vendor: ILLINOIS AUDIO PRODUCTIONS ILLINOIS AUDIO PRODUCTIONS 109443 07/23/2018 QTRLYSVS 620-00-5110 135.00 Vendor ILLINOIS AUDIO PRODUCTIONS Total: 135.00 Vendor: IMPACT NETWORKING LLC IMPACT NETWORKING LLC 1159337 07/23/2018 COPY PAPER REC CTR 400-00-6210 275.00 IMPACT NETWORKING LLC 1159338 07/23/2018 COPY PAPER 10D-01-6210 165.00 IMPACT NETWORKING LLC 1159338 07/23/2018 COPY PAPER 1OD-03-6210 110.00 IMPACT NETWORKING LLC 1159338 07/23/2018 COPY PAPER 100-22-6210 220.00 IMPACT NETWORKING LLC 1159338 07/23/2018 COPY PAPER 100-30-6210 S5.00 Vendor IMPACT NETWORKING LLC Total: 825.00 Vendor: JACOBS, JONITA JACOBS, JONITA 204709 07/23/2018 RAIN OUT 100-41-3634 16.00 Vendor JACOBS, JONITA Total: 16.00 Vendor: JONES, GARY JONES, GARY INV0006287 07/23/2018 VEH STK OVERPY 100-2200 3.00 VendorJONES, GARYTotal: 3.00 Vendor: MASSIER, ALYSSA MASSIER, ALYSSA 204811 07/23/2018 PGM CXL 100-41-3634 50.00 Vendor MASSIER, ALYSSA Total: 50.00 Vendor: MCHENRY BREWING CO MCHENRY BREWING CO 18-06-093 07/23/2018 TMP SIGN REF 100-00-3410 30.00 Vendor MCHENRY BREWING CO Total: 30.00 Vendor: MCHENRY COUNTY RECORDER OF DEEDS MCHENRY COUNTY RECORDER INV0006288 07/23/2018 REC FEES 510-31-6940 220.00 MCHENRY COUNTY RECORDER INV0006288 07/23/2018 REC FEES 510-32-6940 380.00 MCHENRY COUNTY RECORDER JUNE 2018 07/23/2018 REC FEES 100-01-6940 258.00 Vendor MCHENRY COUNTY RECORDER OF DEEDS Total: 858.00 7/18/2018 3:16:21 AM Expense Approval Register Packet: APPKTO1214 - 7-23-18 AP CKS Vendor Name Payable Number Post Date Description (Item) Account Number Amount Vendor: MERRYMAN EXCAVATION INC MERRYMAN EXCAVATION INC 7 07/23/2018 SEWERCONS 580-32-8500 76,475.47 Vendor MERRYMAN EXCAVATION INC Total: 76,475.47 Vendor: MINUTEMAN PRESS OF MCH MINUTEMAN PRESS OF MCH 90831 07/23/2018 SVS REQ 100-30-6210 196.14 MINUTEMAN PRESS OF MCH 90866 07/23/2018 ALD SANTI-BUS CARDS 100-02-5330 32.87 Vendor MINUTEMAN PRESS OF MCH Total: 229.01 Vendor: MOEHUNG, CHERI MOEHLING, CHERI 205020 07/23/2018 REF 400-40-3650 10.00 Vendor MOEHLING, CHERI Total: 10.00 Vendor: NICOR GAS NICOR GAS INV0006289 07/23/2018 UTIL 100-45-5510 132.86 NICOR GAS INV0006290 07/23/2018 UTIL 510-31-5510 197.36 NICOR GAS INV0006290 07/23/2018 UTIL 510-32-5510 1,332.03 Vendor NICOR GAS Total: 1,662.25 Vendor: NORTHWEST HERALD NORTHWEST HERALD 396237/2018 07/23/2018 RENEWAL REC CTR SUB 100-41-5450 297.40 Vendor NORTHWEST HERALD Total: 297.40 Vendor: OTTOSEN BRITZ KELLY COOPER & GILBERT LTD OTTOSEN BRITZ KELLY COOPER 108098 07/23/2018 JUNE SVS 100-01-5230 1,340.00 Vendor OTTOSEN BRITZ KELLY COOPER & GILBERT LTD Total: 1,340.00 Vendor: PETTIBONE & CO, P F PETTIBONE & CO, P F 174672 07/23/2018 SUPP 100-01-6210 420.00 Vendor PETTIBONE & CO, P F Total: 420.00 Vendor: PRAIRIELAND DISPOSLA PRAIRIELAND DISPOSLA 87A00042 07/23/2018 REFSTK 100-01-6110 1,550.00 Vendor PRAIRIELAND DISPOSLA Total: 1,550.00 Vendor: QUILL CORPORATION QUILL CORPORATION 13292 07/23/2018 SUPP 100-30-6210 78.06 Vendor QUILL CORPORATION Total: 78.06 Vendor: RYCHLIK KRISTINE RYCHLIK KRISTINE 204807 07/23/2018 PGM CXL 100-41-3634 10.50 RYCHLIK KRISTINE 204807 07/23/2018 PGM CXL 100-41-3636 7.50 Vendor RYCHLIK KRISTINE Total: 18.00 Vendor: SEMROW JR, HARRY H SEMROW JR, HARRY H INV0006291 07/23/2018 JUNE 2018 100-01-5110 712.50 Vendor SEMROW JR, HARRY H Total: 712.50 Vendor: SHAFER. SAMUEL SHAFER. SAMUEL INV0006319 07/23/2018 SHOE REIMB 100-22-4510 93.37 Vendor SHAFER. SAMUEL Total: 93.37 Vendor: SHAW MEDIA SHAW MEDIA 10474 6/30 STMT 07/23/2018 ACCT 10474 6/30 ST 100-01-5330 90.54 SHAW MEDIA 10474 6/30 STMT 07/23/2018 ACCT 10474 6/30 ST 100-01-5450 50.34 SHAW MEDIA 10474 6/30 STMT 07/23/2018 ACCT 10474 6/30 ST 400-00-5210 596.00 Vendor SHAW MEDIA Total: 736.88 Vendor: U.S. BANK U.S. BANK 361811011 07/23/2018 RICOH COPR 100-01-5110 311.00 Vendor U.S. BANK Total: 311.00 Vendor: US BANK US BANK 361811086 07/23/2018 COPIER 100-22-5110 225.00 Vendor US BANK Total: 225.00 Vendor: ZUKOWSKI ROGERS FLOOD & MCARDLE ZUKOWSKI ROGERS FLOOD & 132440 07/23/2018 JUNE SVS 100-01-5230 12,555.64 ZUKOWSKI ROGERS FLOOD & 132441 07/23/2018 LEGAL 740-00-5230 7,395.00 ZUKOWSKI ROGERS FLOOD & 132442 07/23/2018 LEGAL 740-00-5230 845.50 7/18/2018 8:16:21 AM Expense Approval Register Vendor Name Payable Number ZUKOWSKI ROGERS FLOOD & 132443 ZUKOWSKI ROGERS FLOOD & 132444 Packet: APPKT01Z14 - 7-23-18 AP CKS Post Date Description (Item) Account Number Amount 07/23/2018 LEGAL -TRAFFIC 100-01-5230 7,089.68 07/23/2018 LEGAL 740-00-5230 652.50 Vendor ZUKOWSKI ROGERS FLOOD & MCARDLE Total: 28,538.32 Vendor: ZUMWALT, JACK D ZUMWALT, JACK D INVOOD6292 07/23/2018 7/18/2018 8:16:21 AM MEAL REIMB 100-22-5420 8.00 Vendor ZUMWALT, JACK D Total: 8.00 Grand Total: 221,800.45 Expense Approval Register Fund Summary Fund 100-GENERAL FUND 230 - AUDIT EXPENSE FUND 400- RECREATION CENTER FUND 44D-CAPITAL IMPROVEMENTS FUND 510- WATER/SEWER FUND 580- UTILITY IMPROVEMENTS FUND 600- EMPLOYEE INSURANCE FUND 620 - INFORMATION TECHNOLOGY FUND 740- RETAINED PERSONNEL ESCROW 7/18/2018 8:16:21 AM Expense Amount 70,991.84 22,000.00 3,690.47 22,261.93 17,264.99 76,475.47 87.75 135.00 8,893.00 Grand Total: 221,800.45 Packet: APPKTO1214 - 7-23-18 AP CKS Expense Approval Register Y ;= McHenry, IL #2 List of Bills Council Meeting 7-23-18 M e Vendor Name Payable Number Post Date Description (Item) Account Number Amount Vendor: ADAMS ENTERPRISES INC, RA ADAMS ENTERPRISES INC, RA 824577 07/23/2018 light connectors 633 510-32-5370 17.02 ADAMS ENTERPRISES INC, RA 824685 07/23/2018 416 100-33-5370 453.28 Vendor ADAMS ENTERPRISES INC, R A Total: 470.30 Vendor: ADAMS STEEL SERVICE INC ADAMS STEEL SERVICE INC INV0006293 07/23/2018 rent in advance - yearly 100-33-6110 40.00 Vendor ADAMS STEEL SERVICE INC Total: 40.00 Vendor: ALEXANDER LUMBER CO ALEXANDER LUMBER CO 1546178 07/23/2018 Construction Supplies 100-45-6110 1,313.52 ALEXANDER LUMBER CO 7663790 07/23/2018 LUMBER 100-33-6110 93.58 Vendor ALEXANDER LUMBER CO Total: 1,407.10 Vendor: ALPHA BUILDING MAINTENANCE SERVICE INC ALPHA BUILDING 18825MRC 07/23/2018 regjanitorial services 400-00-5200 2,080.00 Vendor ALPHA BUILDING MAINTENANCE SERVICE INC Total: 2,080.00 Vendor: ALPHA RANGE ALPHA RANGE 7/15/18-8/15/19 07/23/2018 RENEWAL RANGE RENTAL 100-22-5110 1,000.00 Vendor ALPHA RANGE Total: 1,000.00 Vendor: AMERICAN RED CROSS AMERICAN RED CROSS 22115819 07/23/2018 LG Cert 100-42-5430 36.00 Vendor AMERICAN RED CROSS Total: 36.00 Vendor: AQUA PURE ENTERPRISES INC \ AQUA PURE ENTERPRISES INC 114335 07/23/2018 Chlorine Tabs Pool 100-42-6110 3,133.31 Vendor AQUA PURE ENTERPRISES INC Total: 3,133.31 Vendor: ARAMARK ARAMARK 20858274 07/23/2018 Clothing 100-45-4510 112.85 ARAMARK 20953740 07/23/2018 Mike Lange Clothing allowance 510-35-4510 80.97 Vendor ARAMARK Total: 193.82 Vendor: ASSOCIATED ELECTRICAL CONTRACTORS ASSOCIATED ELECTRICAL 35005172 07/23/2018 Electrical Services 100-45-5110 300.00 Vendor ASSOCIATED ELECTRICAL CONTRACTORS Total: 300.00 Vendor: AT&T AT&T 815-363-2660 237 8 07/23/2018 Monthly service - AT&T 400-00-5320 193.24 Vendor AT&T Total: 193.24 Vendor: AUTO TECH CENTERS INC AUTO TECH CENTERS INC 288140 07/23/2018 tires 320 100-22-5370 552.96 AUTO TECH CENTERS INC 288186 07/23/2018 tires 312 100-22-5370 579.46 Vendor AUTO TECH CENTERS INC Total: 1,132.42 Vendor: AXON ENTERPRISE INC AXON ENTERPRISE INC SI-1541406 07/23/2018 TASER YEAR LEASE 100-22-5110 4,464.00 Vendor AXON ENTERPRISE INC Total: 4,464.00 Vendor: BERKHEIMER CO INC, G W BERKHEIMER CO INC, G W 233405 07/23/2018 HEAT/COOLING 100-01-6110 201.17 BERKHEIMER CO INC, G W 238743 07/23/2018 HEAT/COOLING 100-01-6110 335.77 Vendor BERKHEIMER CO INC, G W Total: 536.94 Vendor: BIG R STORE BIG R STORE INV0006294 07/23/2018 Landscape Supplies 100-45-6110 167.76 BIG R STORE INV0006295 07/23/2018 Misc supplies 510-32-6110 68.97 BIG R STORE INV0006296 07/23/2018 Beach floatation buoys 100-43-6110 43.96 BIG R STORE INV0006297 07/23/2018 propane fill. vendor INV# 100-33-6110 47.97 7/18/2018 8:22:48 AM Expense Approval Register Packet: APPKTO1217 - 7-23-18 RECT INVOICE Vendor Name Payable Number Post Date Description (Item) Account Number Amount BIG R STORE INV0006298 07/23/2018 Rain Suits/Parks 100-45-6110 143.92 Vendor BIG R STORE Total: 472.58 Vendor: BOLLINGER, LACK & ASSOCIATES, INC BOLLINGER, LACK & 19125-1B 07/23/2018 Bike Path Layout supplemental 100-33-5110 2,760.00 Vendor BOLLINGER, LACK & ASSOCIATES, INC Total: 2,760.00 Vendor: BSN SPORTS INC BSN SPORTS INC 902421124 07/23/2018 Sports Field Supplies 100-45-6110 74.98 Vendor BSN SPORTS INC Total: 74.98 Vendor: BUSS FORD SALES BUSS FORD SALES 5030696 07/23/2018 wheel 320 100-22-5370 282.90 BUSS FORD SALES 5030734 07/23/2018 washer parts 313 100-22-5370 66.72 Vendor BUSS FORD SALES Total: 349.62 Vendor: CABAY & COMPANY INC CABAY & COMPANY INC 59452 07/23/2018 custodial supplies 400-00-6111 167.60 CABAY & COMPANY INC 59481 07/23/2018 monthly janitorial supply order 400-00-6111 980.93 Vendor CABAY & COMPANY INC Total: 1,148.53 Vendor: CENTURYSPRINGS CENTURYSPRINGS 6/30/18 ST 07/23/2018 Lab Water 510-32-6110 9.00 CENTURYSPRINGS 6/30/2018 07/23/2018 Lab Water 510-32-6110 9.00 Vendor CENTURY SPRINGS Total: 18.00 Vendor: COLUMBIA PIPE & SUPPLY CO COLUMBIA PIPE & SUPPLY CO STRMP524 07/30/2018 6" Dezurk Butterfly Valve-WTP 510-31-6110 1,108.42 Vendor COLUMBIA PIPE & SUPPLY CO Total: 1,108.42 Vendor: COMCAST CABLE COMCAST CABLE INV0006299 07/23/2018 Acct 8771100440040291 CH 620-00-5110 31.71 COMCAST CABLE INV0006300 07/23/2018 Acct8771100440465407 Rec 620-00-5110 124.90 Vendor COMCAST CABLE Total: 156.61 Vendor: CONCENTRIC INTEGRATION,LLC CONCENTRIC INTEGRATION,LLC 0199888 07/23/2018 Control support repair- 510-31-511D 1,270.42 Vendor CONCENTRIC INTEGRATION,LLC Total: 1,270.42 Vendor: CONSERV FS CONSERV FS 65057228 07/23/2018 Landscape Supplies 100-45-6110 139.97 Vendor CONSERV FS Total: 139.97 Vendor: CROSS MATCH TECHNOLOGIES INC CROSS MATCH TECHNOLOGIES 293753 07/23/2018 Change Order for CMT Part 620-00-6270 290.50 Vendor CROSS MATCH TECHNOLOGIES INC Total: 290.50 Vendor: DILLON, JOHN DILLON,JOHN INV0006301 07/23/2018 CLD/Clothing Reimbursement 100-45-4510 98.03 DILLON, JOHN INV0006301 07/23/2018 CLD/Clothing Reimbursement 100-45-5430 60.00 Vendor DILLON, JOHN Total: 158.03 Vendor: DIRECT FITNESS SOLUTIONS DIRECT FITNESS SOLUTIONS 536370-IN 07/23/2018 grips for Tri extention machine 400-40-5375 53.06 Vendor DIRECT FITNESS SOLUTIONS Total: 53.06 Vendor: DIRECTV DIRECTV 34606208773 07/24/2018 TV service 400-00-5321 371.44 Vendor DIRECTV Total: 371.44 Vendor: DOCUMENT IMAGING DIMENSIONS INC DOCUMENTIMAGING 330890 07/23/2018 Order 330890 Toner 620-00-6210 597.00 Vendor DOCUMENT IMAGING DIMENSIONS INCTotai: 597.00 Vendor: DREISILKER ELECTRIC MOTORS INC DREISILKER ELECTRIC MOTORS 1090912 07/23/2018 River Rd- Pump Rewind and 510-32-5380 3,716.74 Vendor DREISILKER ELECTRIC MOTORS INC Total: 3,716.74 Vendor: DURA WAX COMPANY INC, THE DURA WAX COMPANY INC, THE 395121 07/23/2018 Cleaning Supplies 100-45-6110 103.50 DURA WAX COMPANY INC, THE 395895 07/23/2018 City Wide Paper Supplies 100-01-6110 3,650.00 7/18/2018 8:22:48 AM Expense Approval Register Packet: APPKT01217 - 7-23-18 RECT INVOICE Vendor Name Payable Number Post Date Description (Item) Account Number Amount DURA WAX COMPANY INC, THE 396256 07/23/2018 Cleaning Supplies 100-45-6110 65.40 Vendor DURA WAX COMPANY INC, THE Total: 3,818.90 Vendor: EBY GRAPHICS INC EBY GRAPHICS INC 4451 07/23/2018 TRAILER DECALS 100-22-5370 921.01 Vendor EBY GRAPHICS INC Total: 921.01 Vendor: EDESIGN CHICAGO EDESIGN CHICAGO 2015994A 07/23/2018 ParkSignage 100-45-5110 1,684.00 Vendor EDESIGN CHICAGOTotal: 1,684.00 Vendor: ED'S AUTOMOTIVE/JIM'S MUFFLER SHOP ED'SAUTOMOTIVE/JIM'S FMMO1470 07/23/2018 inspection407 100-33-5370 30.00 ED'S AUTO MOTIVE/J I M'S FMM01471 07/23/2018 inspection411 100.33-5370 30.00 ED'S AUTOMOTIVE/JIM'S FMM01472 07/23/2018 inspection 413 100-33-5370 30.00 ED'S AUTO MOTIVE/J I M'S FMMD1473 07/23/2018 inspection414 100-33-5370 30.00 ED'S AUTOMOTIVE/JIM'S FMM01479 07/23/2018 inspection 425 100-33-5370 30.00 ED'S AUTOMOTIVE/JIM'S FMM01480 07/23/2018 inspection 563 100-33-5370 30.00 ED'SAUTOMOTIVE/JIM'S FMM01481 07/23/2018 inspection817 510-35-5370 44.50 ED'S AUTOMOTIVE/JIM'S FMM01483 07/23/2018 inspection 440 100-33-5370 30.00 ED'S AUTOMOTIVE/JIM'S FMM01537 07/23/2018 safety inspection 633 510-32-5370 44.50 Vendor ED'S AUTOMOTIVE/JIM'S MUFFLER SHOP Total: 299.00 Vendor: EJ EQUIPMENT EJ EQUIPMENT P12078 07/23/2018 gasket 441 10D-33-5370 355.95 Vendor EJ EQUIPMENT Total: 355.95 Vendor: ELEVATOR INSPECTION SERVICE COMPANY, INC ELEVATOR INSPECTION 77180 07/23/2018 elevator inspection 77180 100-33-5115 150.00 Vendor ELEVATOR INSPECTION SERVICE COMPANY, INC Total: 150.00 Vendor: ESRI ESRI 93487139 07/23/2018 ESRI Annual Software 510-31-5110 500.00 Vendor ESRI Total: 500.00 Vendor: FIRST STUDENT CORP FIRST STUDENT CORP 9233369A 07/23/2018 Camp Bus #3 (2nd payment) 100-46-5110 399.00 FIRST STUDENT CORP 9234828 07/23/2018 Camp Bus#3 100-46-5110 399.00 Vendor FIRST STUDENT CORP Total: 798.00 Vendor: FISCHER BROS FRESH FISCHER BROS FRESH 10084 07/23/2018 READY MIX #103975 100-33-6110 891.88 FISCHER BROS FRESH 10146 07/23/2018 READY MIX #104082 INVOICE 100-33-6110 983.50 Vendor FISCHER BROS FRESH Total: 1,875.38 Vendor: FOX WATERWAY AGENCY FOX WATERWAY AGENCY 262-IN 07/23/2018 pulverized topsoil. vendor 100-33-6110 150.00 Vendor FOX WATERWAY AGENCY Total: 150.00 Vendor: GALLS LLC GALLS LLC 10132008 07/23/2018 UNIFORM ORDER -TORKELSON 100-22-4510 21.43 GALLS LLC 10135630 07/23/2018 UNIFORM ORDER -CRUZ 100-22-4510 85.99 GALLS LLC 10136243 07/23/2018 UNIFORM ORDER - 100-22-4510 41.99 GALLS LLC 10145062 07/23/2018 UNIFORM ORDER- KULCSAR 100-22-4510 68.98 GALLS LLC 10153861 07/23/2018 UNIFORM ORDER - LAZICKI 100-22-4510 93.00 GALLS LLC 10154065 07/23/2018 UNIFORM ORDER - 100-23-4510 66.03 GALLS LLC 10204673 07/23/2018 UNIFORM ORDER- LEIBACH 100-23-4510 155.00 GALLS LLC 10208283 07/23/2018 DISPATCH PATCHES 100-23-6110 284.00 GALLS LLC 10212142 07/23/2018 UNIFORM ORDER -SCHMITT 100-22-4510 237.57 GALLS LLC 10214060 07/23/2018 UNIFORMORDER- CLESEN 100-22-4510 52.00 GALLS LLC 10214730 07/23/2018 UNIFORM ORDER - PENA 100-22-6110 120.96 GALLS LLC 10228835 07/23/2018 UNIFORM ORDER - PENA 100-22-6110 499.69 Vendor GALLS LLC Total: 1,726.64 Vendor: GESKE AND SONS INC GESKE AND SONS INC 40449 07/23/2018 HMAsurlaceN50. vendor 100-33-6110 62.72 Vendor GESKE AND SONS INC Total: 62.72 7/18/2018 8:22:48 AM Expense Approval Register Packet: APPK1701217 - 7-23-18 RECT INVOICE Vendor Name Payable Number Post Date Description (Item) Account Number Amount Vendor: GOLD MEDAL PRODUCTS GOLD MEDAL PRODUCTS 341087 07/23/2018 Concessions - Food 100-44-6110 478.98 Vendor GOLD MEDAL PRODUCTS Total; 478.98 Vendor: GOPHER GOPHER 9473614 07/23/2018 Gopher Body Bars 100-42-6110 587.25 GOPHER 9473614 07/23/2018 Gopher Body Bars 100-47-6110 587.25 GOPHER 9473614 07/23/2018 Gopher Body Bars 400-40-6142 587.43 Vendor GOPHER Total: 1,761.93 Vendor: GRAINGER GRAINGER 9830220555 07/23/2018 Riverwalk Supplies 100-45-6110 206.55 GRAINGER 9841208342 07/23/2018 Shim Kit 510-32-5375 591.87 Vendor GRAINGER Total: 798.42 Vendor: GREAT LAKES FIRE & SAFETY EQUIPMENT CO GREAT LAKES FIRE & SAFETY 167972 07/23/2018 service call, invoice #167972 100-33-5115 125.00 GREAT LAKES FIRE & SAFETY 167973 07/23/2018 labor, module installed, invoice 100-33-5115 240.00 Vendor GREAT LAKES FIRE & SAFETY EQUIPMENT CO Total: 365.00 Vendor: GROUPLINK CORPORATION GROUPLINK CORPORATION 2018-01-23-23372 07/23/2018 Invoice2018-01-23-23372 62D-00-6110 1,248.75 Vendor GROUPLINK CORPORATION Total: 1,248.75 r; Vendor: HALOGEN SUPPLY COMPANY HALOGEN SUPPLY COMPANY 522356 07/23/2018 Halogen DE & Testing Reagents 100-42-6110 296.20 Vendor HALOGEN SUPPLY COMPANY Total; 296.20 Vendor: HANSEN'S ALIGNMENT, DON HANSEN'S ALIGNMENT, DON FMM01514 07/23/2018 align 329 100-22-5370 4 80.00 HANSEN'S ALIGNMENT, DON FMM01536 07/24/2018 align 100-22-5370 160.00 Vendor HANSEN'S ALIGNMENT, DON Total: 240.00 Vendor: HAWKINS INC HAWKINS INC 4306928 07/23/2018 Ferric Chloride 510-32-6110 4,420.60 Vendor HAWKINS INC Total: 4,420.60 i Vendor: HOT SHOTS SPORTS HOT SHOTS SPORTS 772 07/23/2018 Summer V-ball Camp&Tennis 100-47-5110 1,078.00 Vendor HOT SHOTS SPORTS Total: 1,078.00 Vendor: HUNTLEY PARK DISTRICT HUNTLEY PARK DISTRICT 1218-421 07/23/2018 Trip - Lake Geneva 100-46-5110 417.78 Vendor HUNTLEY PARK DISTRICT Total: 417.78 Vendor: INTERSTATE BILLING SERVICE INC INTERSTATE BILLING SERVICE 3010334863 07/23/2018 403 100-33-5370 767.28 INTERSTATE BILLING SERVICE 3011121335 07/23/2018 405 100-33-5370 102.80 INTERSTATE BILLING SERVICE 3011217460 07/23/2018 entry handle 408 100-33-5370 405.00 INTERSTATE BILLING SERVICE 3011217471 07/23/2018 seat belt404 100-33-5370 380.00 Vendor INTERSTATE BILLING SERVICE INCTotal: 1,655.08 Vendor: ISAWWA ISAWWA 200035978 07/23/2018 ISAWWATraining - Greg Oliver 510-31-5430 60.00 Vendor ISAWWA Total: 60.00 Vendor: JIG UNIFORMS INC JG UNIFORMS INC 38389 07/23/2018 UNIFORM ORDER- PENA 100-22-6110 613.65 JG UNIFORMS INC 38519 07/23/2018 UNIFORM ORDER - PENA 100-22-6110 59.85 VendorJG UNIFORMS INC Total: 673.50 j Vendor: JONES TRAVEL &TOUR JONES TRAVEL & TOUR 106678 07/23/2018 Bus Services - Pedway Trip 100-46-5110 845.00 Vendor JONES TRAVEL & TOUR Total: 845.00 Vendor: JUST 4 YOU TREATS JUST 4 YOU TREATS 1218-418 07/23/2018 Baking Camp 100-46-5110 1,128.00 Vendor J UST 4 YOU TREATS Total: 1,128.00 7/18/2018 8:22:48 AM Expense Approval Register Packet; APPKT01217 - 7-23-18 RECi INVOICE Vendor Name Payable Number Post Date Description (Item) Account Number Amount Vendor: KELLER AMERICA INC KELLER AMERICA INC IN079322 07/23/2018 Water Level Transducer Well#3 510-31-6110 501.55 Vendor KELLER AMERICA INC Total: 501.55 Vendor: KIESLER'S POLICE SUPPLY INC KIESLER'S POLICE SUPPLY INC 0868839 07/23/2018 GLOCK MAG FLOOR PLATE 100-22-6110 178.00 Vendor KIESLER'S POLICE SUPPLY INC Total: 178.00 Vendor: KIMBALL MIDWEST KIMBALLMIDWEST 6436055 07/23/2018 stock 100-33-5370 281.79 KIMBALL MIDWEST 6454339 07/23/2018 Glasses Forestry 100-33-6110 57.96 KIMBALLMIDWEST 6454804 07/23/2018 stock 100-33-6110 393.41 KIMBALLMIDWEST 6466387 07/23/2018 stock 100-33-6110 235.10 Vendor KIMBALL MIDWESTTotal: 968.26 Vendor: KLUO INC KUJO INC 1816-01 07/23/2018 guard rail installation Riverside 100-33-5110 3,500.00 KUJO INC 1816-02 07/23/2018 guard rail installation Front 100-33-5110 7,275.00 Vendor KWO INC Total: 10,775.00 Vendor: LAFARGE NORTH AMERICA LAFARGE NORTH AMERICA 708992794 07/17/2018 FM-2 Sand 101794951 510-35-6110 52.16 LAFARGE NORTH AMERICA 709017571A 07/17/2018 CM-11 wash stone 101795416 510-35-6110 136.16 LAFARGE NORTH AMERICA 708977320 07/23/2018 CM-11 wash stone 101793774 100-33-6110 219.04 LAFARGE NORTH AMERICA 708992794A 07/23/2018 CM -Virgin Grade 9 510-35-6110 105.57 LAFARGE NORTH AMERICA 708992794E 07/23/2018 VIRGIN GRADE 9 GRAVEL 100-33-6110 98.82 LAFARGE NORTH AMERICA 709017570 07/23/2018 FM-2 Sand 101795086 510-35-6110 62.40 LAFARGE NORTH AMERICA 709017571 07/23/2018 CM-11 wash stone 101795593 510-35-6110 96.48 LAFARGE NORTH AMERICA 709017571B 07/23/2018 FM-2 Sand 101795757 510-35-6110 108.00 LAFARGE NORTH AMERICA 709017571C 07/23/2018 Fm-2 Sand 101795743 510-35-6110 106.56 LAFARGE NORTH AMERICA 709017571D 07/23/2018 FM-2 Sand 101795769 510-35-6110 106.80 LAFARGE NORTH AMERICA 709017571E 07/23/2018 FM-2 Sand 101795675 510-35-6110 62.00 Vendor LAFARGE NORTH AMERICA Total: 1,153.99 Vendor: LANG-CADILLAC-BUICK-GMC INC, GARY LANG-CADILLAC-BUICK-GMC 5026640 07/23/2018 weather strip 329 100-22-5370 94.89 Vendor LANG-CADILLAC-BUICK-GMC INC, GARYTotal: 94.89 Vendor: LES MILLS UNITED STATES TRADING INC LES MILLS UNITED STATES SIV582850 07/23/2018 Les Mills License Fee 400-00-5110 410.00 Vendor LES MILLS UNITED STATES TRADING INCTotal: 410.00 Vendor: LIFTEK, INC LIFTEK, INC 1856 07/23/2018 ELEVATOR REPAIR 100-01-5110 6,145.00 LIFTEK, INC 1857 07/23/2018 ELEVATOR 100-01-5110 1,420.00 Vendor LIFTEK, INC Total: 7,565.00 Vendor: MARATHON TOWING MARATHON TOWING 41971/42251 07/23/2018 SEIZURE TOW BILL 100-22-5110 195.00 Vendor MARATHON TOWING Total: 195.00 Vendor: MCCANN INDUSTRIES INC MCCANN INDUSTRIES INC 11047495 07/23/2018 450 100-33-5370 299.11 MCCANN INDUSTRIES INC 11047690 07/23/2018 16D DOUBLE HEAD NAILS 100-33-6110 49.60 MCCANN INDUSTRIES INC 11047740 07/23/2018 HARDWOOD LATH 100-33-6110 284.21 Vendor MCCANN INDUSTRIES INC Total: 632.92 Vendor: MCHENRY POWER EQUIPMENT INC MCHENRY POWER EQUIPMENT 271760 07/23/2018 carb plate compactor 100-33-5370 55.94 MCHENRY POWER EQUIPMENT 273539 07/23/2018 recoil pump 510-35-5370 47.00 Vendor MCHENRY POWER EQUIPMENT INCTotal: 102.94 Vendor: MCHENRY PRINTING MCHENRY PRINTING 41421 07/23/2018 McHenry Printing- 200 MFM 100-41-5330 200.OD MCHENRY PRINTING 41421A 07/23/2018 McHenry Printing- McH Farm 100-06-5330 70.00 Vendor MCHENRY PRINTING Total: 270.00 7/18/2018 8:22:48 AM Expense Approval Register Packet: APPKTO1217 - 7-23-18 RECT INVOICE Vendor Name Payable Number Post Date Description (Item) Account Number Amount Vendor: MCHENRY SPECIALTIES MCHENRY SPECIALTIES 2018-534 07/23/2018 Softball Plaques 1OD-47-6110 21D.00 Vendor MCHENRY SPECIALTIES Total: 210.00 Vendor: MENARDS - CRYSTAL LAKE MENARDS- CRYSTAL LAKE 73346 07/23/2018 Construction Supplies 100-45-6110 530.84 Vendor MENARDS - CRYSTAL LAKE Total: 530.84 Vendor: MENDEZ LANDSCAPING & BRICK PAVERS INC MENDEZ LANDSCAPING & 2405 07/23/2018 Recreation Center contracted 100-41-5110 1,250.00 MENDEZ LANDSCAPING & 2499 07/23/2018 Recreation Center contracted 100-41-5110 600.00 MENDEZ LANDSCAPING & 2804 07/23/2018 LANDSCAPING @ CITY HALL 100-01-5110 2,000.00 Vendor MENDEZ LANDSCAPING & BRICK PAVERS INC Total: 3,850.00 Vendor: MIDWEST HOSE AND FITTINGS INC MIDWEST HOSE AND FITTINGS M23086 07/23/2018 hose 510-35-6110 78.34 Vendor MIDWEST HOSE AND FITTINGS INC Total: 78.34 Vendor: MOTOROLA SOLUTIONS - STARCOM21 NETWORK MOTOROLA SOLUTIONS - 8280535271 07/23/2018 BATTERIES 100-22-6210 515.38 Vendor MOTOROLA SOLUTIONS - STARCOM21 NETWORK Total: 515.38 Vendor: NCL OF WISCONSIN INC NCL OF WISCONSIN INC 409174 07/23/2018 Lab supplies 510-32-6110 298.63 Vendor NCL OF WISCONSIN INC Total: 298.63 Vendor: NEW ALBERTSONS INC NEW ALBERTSONS INC 78007/4STMT 07/23/2018 Program Supplies - Cooking 100-46-6110 16.36 NEW ALBERTSONS INC STMT 07/23/2018 Program Supplies - Mini Expl 100-46-6110 15.97 Vendor NEW ALBERTSONS INC Total: 32.33 Vendor: NORTH EAST MULTI -REGIONAL TRAINING INC NORTHEAST MULTI -REGIONAL 238646 07/23/2018 DEFENSIVE TACTICS TRAINING 100-22-5430 35.00 NORTH EAST MULTI -REGIONAL 238731 07/23/2018 NARCOTICS CERTIFICATION 100-22-5430 200.00 NORTHEAST MULTI -REGIONAL 238875 07/23/2018 SCHOOL RESOURCE OFFICER 100-22-5430 750.00 Vendor NORTH EAST MULTI -REGIONAL TRAINING INC Total: 985.00 Vendor: NORTHERN TOOL & EQUIPMENT NORTHERN TOOL & 40259601 07/23/2018 pumps 100-33-5370 159.98 Vendor NORTHERN TOOL & EQUIPMENT Total: 159.98 Vendor: NORTHWEST ELECTRICAL SUPPLY CO INC NORTHWEST ELECTRICAL 17384547 07/23/2018 Electrical Supplies 100-45-6110 43.17 Vendor NORTHWEST ELECTRICAL SUPPLY CO INC Total: 43.17 Vendor: OLSEN SAFETY EQUIPMENT CORP OLSEN SAFETY EQUIPMENT 0356138-IN 07/23/2018 Safety Supplies 100-33-6115 225.00 Vendor OLSEN SAFETY EQUIPMENT CORP Total: 225.00 Vendor: OTTER SALES & SERVICE INC OTTER SALES & SERVICE INC 1011898 07/23/2018 bolts 449 100-33-5370 45.50 OTTER SALES & SERVICE INC 1012062 07/23/2018 wheel carrier 449 100-33-5370 338.00 Vendor OTTER SALES & SERVICE INCTotal: 383.50 Vendor: PDC LABORATORIES INC PDC LABORATORIES INC 19327629 07/23/2018 Total Nitrogen Ssmple 510-32-6110 60.00 PDC LABORATORIES INC 19327630 07/23/2018 Total Nitrogen Sample 510-32-6110 60.00 PDC LABORATORIES INC 19327631 07/23/2018 Total Nitrogen Sample 510-32-6110 60.00 PDC LABORATORIES INC 19327634 07/23/2018 June Samples - Inv#19327634 510-31-5110 440.00 Vendor PDC LABORATORIES INC Total: 620.00 Vendor: PEPSI COLA PEPSI COLA 46123855 07/23/2018 Concessions - Pop 100-44-6110 263.93 Vendor PEPSI COLA Total: 263.93 Vendor: PETROCHOICE LLC PETROCHOICE LLC 10586681 07/23/2018 Fuel 100-03-6250 126.56 PETROCHOICE LLC 10596806 07/23/2018 fuel 10596806 510-35-6250 463.85 PETROCHOICE LLC 10596821 07/23/2018 FUEL BILL 100-03-6250 142.08 PETROCHOICE LLC 10596822 07/23/2018 fuel 10596822 510-32-6250 748.43 7/18/2018 8:22:48 AM Expense Approval Register Packet: APPKT01217 - 7-23-18 RECT INVOICE Vendor Name Payable Number Post Date Description (Item) Account Number Amount PETROCHOICE LLC 10596823 07/23/2018 fuel 10596823 510-31-6250 224.34 PETROCHOICE LLC 10596825 07/23/2018 fuel 10596825 100-33-6250 1,157.34 PETROCHOICE LLC 10596826 07/23/2018 SQUAD CAR FUEL 100-22-6250 2,323.58 PETROCHOICE LLC 10602412 07/23/2018 fuel 10602412 510-35-6250 536.97 PETROCHOICE LLC 10602428 07/23/2018 FUEL BILL 100-03-6250 68.60 PETROCHOICE LLC 10602429 07/23/2018 fuel10602429 510-32-6250 403.48 PETROCHOICE LLC 10602430 07/23/2018 fuel 10602430 510-31-6250 136.30 PETROCHOICE LLC 10602432 07/23/2018 fuel 10602432 100-33-6250 874.96 PETROCHOICE LLC 10602433 07/23/2018 SQUAD CAR FUEL 100-22-6250 857.20 PETROCHOICE LLC 10603008 07/23/2018 Fuel 510-35-6250 1,449.07 PETROCHOICE LLC 10603010 07/23/2018 Fuel 510-32-6250 869.73 PETROCHOICE LLC 106042431 07/23/2018 Fuel 100-45-6250 2,715.18 PETROCHOICE LLC 10608918 07/23/2018 fuel 10608918 510-35-6250 399.76 PETROCHOICE LLC 10608938 07/23/2018 fuel 10608938 510-32-6250 335.36 PETROCHOICE LLC 10608939 07/23/2018 fue110608939 510-31-6250 95.47 PETROCHOICE LLC 10608941 07/23/2018 fuel 10608941 100-33-6250 691.96 PETROCHOICE LLC 10608942 07/23/2018 SQUAD CAR FUEL 100-22-6250 2,399.49 PETROCHOICE LLC 10609003 07/23/2018 SQUAD CAR FUEL 100-22-6250 47.78 PETROCHOICE LLC 10617027 07/23/2018 SQUAD CAR FUEL 100-22-6250 2,052.06 Vendor PETROCHOICE LLCTotal: 19,119.55 Vendor: PETTIBONE & CO, P F PETTIBONE & CO, P F 174677 07/23/2018 SEIZURE TOWING 100-22-6210 79.95 Vendor PETTIBONE & CO, P F Total: 79.95 Vendor: PORTER LEE CORPORATION PORTER LEE CORPORATION 20890 07/23/2018 EVIDENCE SUPPLIES 100-22-6210 238.50 Vendor PORTER LEE CORPORATION Total: 238.50 Vendor: PRECISION PAVEMENT MARKINGS, INC PRECISION PAVEMENT 2553 07/23/2018 2018 paint pavement marking 100-33-5110 2,694.10 Vendor PRECISION PAVEMENT MARKINGS, INC Total: 2,694.10 Vendor: PROSHRED SECURITY PROSHRED SECURITY 990031963 07/23/2018 MONTHLYSHRED 100-22-5110 53.00 Vendor PROSHRED SECURITYTotal: 53.00 Vendor: QUEST QUEST 1000846083 07/23/2018 Quote 1-4PENDNPU Rapid 620-00-5110 1,560.00 Vendor QUEST Total: 1,560.00 Vendor: ROCK'N' KIDS INC ROCK'N' KIDS INC MCHSU18 07/23/2018 Contractual Program - Tot/Kid 100-46-5110 1,176.00 Vendor ROCK'N' KIDS INC Total: 1,176.00 Vendor: ROTARY CLUB OF MCHENRY ROTARY CLUB OF MCHENRY 67 07/23/2018 ROTARY CLUB OF MCHENRY 100-22-5410 450.00 Vendor ROTARY CLUB OF MCHENRY Total: 450.00 Vendor: RUSSO POWER EQUIPMENT RUSSO POWER EQUIPMENT 5197191 07/23/2018 Handle compactor 100-33-5370 157.80 Vendor RUSSO POWER EQUIPMENT Total: 157.80 Vendor: SAFARILAND LLC SAFARILAND LLC 118-061253 07/23/2018 HOLSTERS 1GO-22-8300 8,264.43 Vendor SAFARILAND LLC Total: 8,264.43 Vendor: SAM'S CLUB SAM'S CLUB INV0006304 07/23/2018 Concessions - Food 100-44-6110 92.82 SAM'S CLUB INV0006305 07/23/2018 Program Supplies- Mini 100-46-6110 17.56 SAM'S CLUB INV0006306 07/23/2018 Concessions- Food 10D-44-6110 45.82 SAM'S CLUB INVOOD6307 07/23/2018 Concessions - Food 100-44-6110 115.52 SAM'S CLUB INV0006308 07/23/2018 MiniExplorers-Snacks 100-46-6110 17.56 SAM'S CLUB INV0006309 07/23/2018 Concessions - Food 100-44-6110 108.26 SAM'S CLUB INV0006310 07/23/2018 Concessions - Food 100-44-6110 114.15 SAM'S CLUB INV0006311 07/23/2018 Concessions - Food 100-44-6110 178.81 SAM'S CLUB INV0006312 07/23/2018 Concessions- Food 100-44-6110 234.96 7/18/2018 8:22:48 AM Expense Approval Register Packet: APPKTO1217 - 7-23.18 RECT INVOICE Vendor Name Payable Number Post Date Description (item) Account Number Amount SAM'S CLUB INVOOD6313 07/23/2018 Mini Explorers Supplies 100-46-6110 28.40 Vendor SAM'S CLUB Total: 953.86 Vendor: SENCOMMUNICATIONS INC SENCOMMUNICATIONS INC IN0919189 07/23/2018 HEADSET REPAIR DISPATCH 100-23-6110 33.15 SENCOMMUNICATIONS INC IN0919949 07/23/2018 DISPATCH HEADSETS 100-23-6110 440.00 Vendor SENCOMMUNICATIONS INC Total: 473.15 Vendor: SHERWIN-WILLIAMS CO, THE SHERWIN-WILLIAMS CO, THE INVOOD6314 07/23/2018 hydrant paint 510-35-6110 279.80 SHERWIN-WILLIAMS CO, THE INV0006315 07/23/2018 check valve 510-35-6110 2.39 SHERWIN-WILLIAMS CO, THE INVOOD6316 07/23/2018 PAint gun 510-35-6110 450.00 SHERWIN-WILLIAMS CO, THE INV0006317 07/23/2018 Parking lot paint/Parks 100-45-6110 205.90 SHERWIN-WILLIAMS CO, THE INV0006318 07/23/2018 Graco Paint Gun 510-35-6270 450.00 Vendor SHERWIN-WILLIAMS CO, THE Total: 1,388.09 Vendor: STANS LPS MIDWEST STANS LPS MIDWEST 338200 07/23/2018 Copier agreement 400-00-6210 1,138.24 Vendor STANS LPS MIDWEST Total: 1,138.24 Vendor: SUPER AGGREGATES SUPERAGGREGATES 0044122 07/23/2018 Construction Supplies 100-45-6110 225.29 Vendor SUPER AGGREGATES Total: 225.29 Vendor: TEXAS REFINERY CORP TEXAS REFINERY CORP 154678 07/23/2018 16 gal Drum- 8OW-90 Gear Oil 510-32-5375 720.38 Vendor TEXAS REFINERY CORP Total: 720.38 Vendor: TINDELL, SHAWN TINDELL, SHAWN 0626188904 07/23/2018 tool sewer plant 510-32-5370 88.15 Vendor TINDELL, SHAWN Total: 88.15 Vendor: TOPS IN DOG TRAINING CORP TOPS IN DOG TRAINING CORP 19982 07/23/2018 CANINETRAINING 100-22-6310 425.97 Vendor TOPS IN DOG TRAINING CORP Total: 425.97 Vendor: TRAFFIC CONTROL & PROTECTION INC TRAFFIC CONTROL & 93061 07/23/2018 Signage 100-45-6110 35.75 TRAFFIC CONTROL & 93117 07/23/2018 honorary sign 100-33-6110 108.15 TRAFFIC CONTROL & 93118 07/23/2018 Signage 100-45-6110 186.70 Vendor TRAFFIC CONTROL & PROTECTION INC Total: 330.60 Vendor: ULTRA STROBE COMMUNICATIONS INC ULTRA STROBE 074151 07/23/2018 INSTAL EQUIPMENT FUSION 100-22-8300 2,215.65 ULTRA STROBE 074302 07/23/2018 RESEAT CATS CABLES 316 100-22-5370 75.00 Vendor ULTRA STROBE COMMUNICATIONS INC Total: 2,290.65 Vendor: WELCH BROS INC WELCH BROS INC 2016256 07/23/2018 CONCRETE TOP, CONCRETE 100-33-6110 519.20 Vendor WELCH BROS INC Total: 519.20 Vendor: ZERO WASTE USA ZERO WASTE USA 230772 07/23/2018 Dog Park Supplies 100-45-6110 187.73 Vendor ZERO WASTE USA Total: 187.73 Grand Total: 129,060.16 7/18/2018 8:22:48 AM Expense Approval Register Fund Summary Fund 100-GENERAL FUND 400- RECREATION CENTER FUND 510- WATER/SEWER FUND 620- INFORMATION TECHNOLOGY FUND 7/18/2018 8:22:48 AM Grand Total: Expense Amount 97,248.22 5,981.94 21,977.14 3,852.86 129,060.16 Packet: APPKT01217 - 7-23-18 RECT INVOICE Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us REGULAR AGENDA SUPPLEMENT DATE: July 23, 2018 TO: Mayor and City Council FROM: Douglas Martin, Director of Economic Development RE: Consideration of an annexation agreement, annexation, zoning map amendment, conditional use permit and variances to allow a fueling station and convenience store for the property located at the northwest corner of Ringwood Road and Illinois Route 120 (2009 Ringwood Road — Speedway) ATT: 1. Location Map 2. April 11, 2018 Planning and Zoning Commission Meeting Minutes 2. May 7, 2018 City Council Meeting Minutes 3 Ordinance authorizing execution of an annexation agreement between the City of McHenry, Speedway Inc., c/o Real Estate Dept., 539 South Main Street, Findlay, OH 45840, 1st Midwest Bank 13455 & Fuhler Properties, 1134 N Main St, Algonquin, IL 60102- 3482 for the property located at the northwest corner of Ringwood Road and Illinois Route 120 4. Draft Annexation Agreement between the City of McHenry, Speedway Inc., c/o Real Estate Dept., 539 South Main Street, Findlay, OH 45840 Christian, 1st Midwest Bank 13455 & Fuhler Properties, 1134 N Main St, Algonquin, IL 60102-3482 for the property located at the northwest corner of Ringwood Road and Illinois Route 120 5. Ordinance annexing property located at the northwest corner of Ringwood Road and Illinois Route 120 6. Ordinance granting a zoning map amendment to C-2 neighborhood commercial, conditional use permit to allow an automobile fueling station and variances for the property located at the northwest corner of Ringwood Road and Illinois Route 120 7. H.R. Green Review of Traffic Study 8. Letters of Opposition from James Rex, 5606 Chesapeake Drive 9. Planning and Zoning Comments from James Rex, 5606 Chesapeake Drive 10. Information provided by Mr. John Wsol, 5604 Chesapeake Drive in opposition of the project 10. Application Packet 1 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us AGENDA ITEM SUMMARY: The applicant, Speedway, is requesting approval of an annexation agreement, annexation, zoning map amendment, conditional use permit and variances to construct a fueling station with convenience store and commercial fueling lanes for the property located at the northwest corner of Ringwood Road and Illinois Route 120. BACKGROUND: This item was first presented to the City Council on May 7, 2018 (minutes attached). Several people from the Chesapeake Hills Subdivision spoke in opposition to the request. Additionally, a few Councilmembers had concerns dealing primarily with: drainage, the future use of the land north of the fueling station, and the berm adjacent to the Chesapeake Hills Subdivision. Staff have worked with the applicant, their consultants, and their attorney to address these issues. Speedway is requesting approval of an annexation agreement (the Public Hearing was conducted and closed on May 7, 2018); annexation of the property; approval of a zoning map amendment to C-2 Neighborhood Commercial; approval of a conditional use permit to allow a fueling station and a number of variances as follows: • Variance for an automobile service station to be located within 600 feet of any other service station (former BP directly east of the site); • Variance to allow 25 parking stalls in the front of the c-store without a parking island; • Variance allow for no landscaping around the building foundation; and • Variance for a larger driveway width along Ringwood Road for the truck exit. ANNEXATION AGREEMENT: The subject property is currently located in unincorporated McHenry County and requires annexation to the City. Attached to the supplement is a draft annexation agreement that includes the following provisions (the BOLDED provisions detail how each of the three major concerns previously identified by Council and Chesapeake Hills residents are proposed to be addressed): • Provisions for the removal of the existing billboard; • Annexation fee of $3,795 ($500/acre); • Provisions for reserving an easement to locate a booster pump in the future; 2 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us • Provisions that the applicant agrees that prior to any development occurring on the Subject Property, other than the proposed fueling station and convenience store, an amendment of this Agreement must be reached with the City Council. Applicant waives any vested rights or other permitted rights, zoning or otherwise, to further use or develop the Subject Property without amendment of this Agreement; • Provision whereby applicant shall construct a berm across the entire length of the northern property line of the Subject Property which abuts the Chesapeake Hills Subdivision. Construction of the berm shall be completed prior to the Applicant receiving a temporary or full certificate of occupancy for the Subject Property; • Perpetual Easement. Notwithstanding the foregoing, based on existing elevations of the private drive that runs parallel with Speedway's north property line, the berm will be constructed at a minimum of seven feet above those respective elevations. The City shall have the right but not the obligation to maintain the berm if the Applicant fails to properly do so in a timely manner; • Provision that the applicant shall design the stormwater system on the Subject Property such that the water releases at a rate of .11 cfs. rather than the otherwise required rate of .15 cfs; • Provisions for the Landmark Commission to go through the existing structures prior to their being razed. PLANNING AND ZONING COMMISSION: The Planning and Zoning Commission considered this item at its April 11, 2018 meeting. Two motions were considered and approved by unanimous vote (7-0). The first was an approval of the zoning map amendment and conditional use permit, and the second was to approve variances. Several individuals spoke at the Planning and Zoning Commission meeting in opposition to the project (minutes from this meeting are attached). The main objections dealt with lighting, stormwater, noise, traffic, proximity to the school and visual blight. Speedway is proposing to construct a berm at the northern end of the site to assist with screening the project. The Zoning Map Amendment recommended a change to the property zoning to C-2 (Neighborhood Commercial). The related approval of a Conditional Use Permit to allow an automobile fueling station included the following conditions: 3 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us • The project is developed in accordance with the Improvement Plans prepared by W-T dated 1/25/18 with a latest revision date of 2/16/18 and consisting of two pages, Landscape Plans prepared by Corporate Design + Development Group, LLC. dated 3/16/18 consisting of three pages; • Sidewalks shall be installed along Illinois Route 120 and Ringwood Road along the entire frontage of the property; • The existing barn, garage and gravel driveway shall be razed when the site work commences; • The applicant shall enter into an annexation agreement with the City of McHenry, at which time the existing on -site signs and billboard will be addressed as well as area the City is looking for to locate a booster pump in the future, along the west side of the property; • There will be no overnight parking of commercial trucks nor any truck stop amenities such as showers or a laundry facility; and, • As much of the natural vegetation as practicable be maintained along the northern property line and western lines as practical. Variances: As identified, the Planning and Zoning Commission also approved variances to allow 25 parking stalls in the front of the convenience store without a parking island; to allow for no landscaping around the building foundation; and, for a larger driveway width along Ringwood Road for the truck exit from approximately 85 feet from 36 feet. RECOMMENDATION: Therefore, if the City Council concurs with the actions of the Planning and Zoning Commission and additional changes made to the scope of the project based on the input provided at the May 7, 2018 City Council meeting, then the following is recommended for approval: 1. The attached Ordinance authorizing the Mayor's execution of an annexation agreement between the City of McHenry, Speedway LLC, c/o Real Estate Dept., 539 South Main Street, Findlay, OH 45840, 1st Midwest Bank 13455 & Fuhler Properties, 1134 N Main St, Algonquin, IL 60102-3482 (Mayor and City Council vote 2/3 majority or 6 votes required for approval); 4 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us 2. The attached Ordinance annexing the property at the northwest corner of Ringwood Road and Illinois Route 120 (Mayor and City Council vote -simple majority required); 3. The attached Ordinance authorizing a zoning map amendment to C-2 Neighborhood Commercial and a conditional use permit to allow an automobile fueling station and variances subject to the following conditions: o That the project is developed in accordance with the Improvement Plans prepared by W-T dated 1/25/18 with a latest revision date of 2/16/18 and consisting of two pages, Landscape Plans prepared by Corporate Design + Development Group, LLC. dated 3/16/18 consisting of three pages; o That sidewalks shall be installed along Illinois Route 120 and Ringwood Road along the entire frontage of the property; o That the existing barn, garage and gravel driveway shall be razed when the site work commences; o That the applicant shall enter into an annexation agreement with the City of McHenry, at which time the existing on site signs and billboard will be addressed as well as area the City is looking for to site a future booster pump, along the west side of the property; o That there will be no overnight parking of commercial trucks nor any truck stop amenities such as showers or a laundry facility; and, o That as much of the natural vegetation as practicable be maintained along the northern property line and western lines as practical. 4. The approval of variances to allow 25 parking stalls in the front of the convenience store without a parking island; to allow for no landscaping around the building foundation; and, for a larger driveway width along Ringwood Road for the truck exit from approximately 85 feet from 36 feet (City Council only vote -simple majority required). 5 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Location Map Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Planning and Zoning Commission Minutes dated April 11, 2018 Public Hearing: Speedway, LLC File No. Z-926 NW Corner of IL Route 120 and Ringwood Road Annexation, Conditional Use Permit, and Variances Chairman Strach called the Public Hearing to order at 7:54 p.m. regarding File No Z-926 an application for Annexation, Condition Use Permit and Variances for the property located at the NW Corner of IL Route 120 and Ringwood Road excluding about three acres of the northern half of the parcel. Chairman Strach stated Notice of the Public Hearing was published in the Northwest Herald on March 27, 2018. Notices were mailed to all abutting property owners of record as required by ordinance. The subject property was posted. A Certificate of Publication and Affidavit of Compliance with notice requirements are on file in the City Clerk's Office. In attendance was Frank Petrich and Chris Kalischefski, both of WT Group, 2675 Pratum Ave, Hoffman Estates, IL 60192, and Robert Schroedter, Speedway, LLC 8200 — 1851h St, Tinley Park, IL, who were sworn in by Chairman Strach. Mr. Kalischefski presented the details for a project for IL Route 120 and Ringwood Road stating that the site is 7.59 acres and that Speedway is developing less than fifty percent of the property. Mr. Kalischefski stated that there would be a berm to separate from the residential area, at the top one hundred and fifty feet of the property. He further stated that the berm would be 5-6 feet high on one side and 10-12 feet on other side and there would be landscaping, removal of existing storage building and garage and they would leave the mature trees. Mr. Kalischefski opined that there will be a nice buffer and added that there would be additional green space lining the detention and wetland area. . Mr. Kalischefski stated they are not asking for a setback variance and stated that they are using less area ratio than allowed. Mr. Kalischefski stated that Speedway has developed many gas stations and that in Belvedere they added a cross walk when it was requested. Mr. Kalischefski stated that the site is highly landscaped. He further stated that Speedway is asking for a variance to exclude landscaping around the building and to exclude an island. Mr. Kalischefski stated the nature of business is to walk into the building. Mr. Kalischefski opined that it is arduous for the customers to have to walk around the trees and Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us landscaping in front of the building and Speedway is asking to relocate the landscaping not eliminate it. Mr. Kalischefski opined there are special circumstances for customer convenience. He further opined that the landscaping variance request makes for a more aesthetically pleasing plan. Mr. Kalischefski stated that the request for a conditional use permit is required so that the building would be as close to IL Route 120 and as far from the residents as possible and they would like to annex into the City to make the property a functioning tax producing property. Mr. Kalischefski stated that there are separate entrances for autos and trucks for safety. He opined that the truck lanes would be utilized mainly by travelers, landscape, and gravel trucks. Mr. Kalischefski stated that there are no truck stop amenities such as showers and/or overnight parking. Mr. Kalischefski stated the traffic study shows that trucks would not be going back into the nearby neighborhood. Mr. Kalischefski opined that the retention pond would be overly sufficient for the water run-off and the yard lighting would be LED lights controlled by sensors. Mr. Kalischefski stated that the building is a masonry structure, which he opines is a statement of Speedway's commitment. He stated that Speedway raises funds for local charities including Children's Miracle Network/Lurie's Children's Hospital. Director of Economic Development Martin provided the Commission with the Staff Report regarding this matter stating the applicants are proposing to construct a Fueling center, which will include 16 fueling positions (8 pumps) and two Commercial truck (diesel) fueling dispensing lanes. Director Martin stated that the property is currently unincorporated and the applicant will be seeking a zoning map amendment to C-2 Neighborhood Commercial upon annexation to the City. This zoning classification is consistent with the zoning to the east and south. The site is located on a major state highway and a lighted intersection. There is considerable traffic on both these roadways, and there is also considerable residential development within a five -mile radius of this intersection. A fueling center is a practical and ideal use at this location. Director Martin stated Staff supports the requested zoning map amendment. Director Martin stated that the applicant is also requesting a Conditional Use Permit to allow an automobile fueling station with a proposed three -access point. Director Martin stated the full access is proposed off Illinois Route 120; a right-in/right-out off Ringwood Road and a full access off Ringwood Road. Ringwood Road is a Class II truck route, and Route 120 is a Strategic Regional Arterial, with an average daily traffic count of 15,000 to 19,000 vehicles/day. Director Martin stated that HR Green reviewed the submitted traffic study and that they concurred with the study. 1 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Director Martin stated that additionally, the fueling center would not adversely impact Parkland School, even at its busiest times, during arrival and dismissal times. An eastbound left-hand turn lane is required on Route 120 and can be accommodated within the existing right -way. Director Martin stated that documents were forwarded to District 15 for consideration. Director Martin opined that LED lighting is very concentrated unlike older lighting methods which might be used. Director Martin stated that after reviewing the approval criteria set forth in Table 31 of the zoning ordinance for conditional uses as related to the fueling station, staff believes the applicant has done several things to mitigate any potential adverse impacts to adjacent property owners, particularly to the residential to the north including: • LED lighting will be utilized to direct light directly to the source it is intended to serve and eliminates and/or vastly reduces glare; • A landscape buffer along the north property line will be installed and is required by landscaping and berm. The City's Forester will review the landscape plan to ensure compliance and plantings; • There will be no overnight parking of commercial trucks nor any truck stop amenities such as showers or a laundry facility; • Considerable landscaping is depicted around the site; • Sidewalks are required along Route 120 and Ringwood Road in accordance with the City's Municipal Code. Director Martin stated the applicant is seeking the following variances from the zoning ordinance: • Variance for an automobile service station to be located within 600 feet of any other service station • Variance to allow 25 parking stalls in the front of the c-store without a parking island; • Variance to allow for no landscaping around the building foundation; • Variance for a larger driveway width along Ringwood Road for the truck exit. Director Martin stated there is no guideline or definitive provision stating where the minimum spacing requirement between service stations is measured to/from. Staff does not believe this variance is necessary. The property to the east is vacant and abandoned. There are no fueling tanks in the ground; therefore, it is not an active service/fueling station. OJ Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Director Martin stated the applicant is requesting a variance from the maximum driveway width of 36 feet to an approximately 85-foot width to allow trucks to safely navigate the site and exit Ringwood Road. Staff supports this variance and completely understands this request due to space and the width of the larger vehicles. This variance is appropriate for the proposed use and will not adversely impact adjacent land uses. Director Martin stated the applicant is requesting a variance to allow 25 parking stalls in the front of the convenience store without a parking lot landscape island. The zoning ordinance requires a parking lot landscape island every 15 spaces; therefore, the applicant would be required to place a parking lot island in front of the convenience store. The applicant states it is more efficient to plow their lot in the winter without a parking lot island in the middle of the row. While staff does understand the applicant's sentiment staff does not believe it is justification for approval of a zoning variance nor justification for not meeting the criteria for approval in Table 32 of the zoning ordinance. Therefore, staff does not support this variance request. Director Martin stated the applicant is also requesting a variance from the building foundation landscaping requirements due to it being a possible tripping hazard or a wasteland and making it easier for Speedway employees to clean. While staff agrees with some of these comments staff cannot support this variance request either due to the criteria set forth in Table 32 and the fact the requirements set forth in Table 32 are not appropriately met. Director Martin opined that the variance criteria has not been met to justify a variance for no landscaping and parking island stating he does not see a hardship. Director Martin stated that he received communication in the form of a letter of opposition from Mr. James Rex that was forwarded to the commission and the applicant. Staff believes this is a good project for this part of town. Director of Economic Development stated Staff Recommends Approval of Annexation into the City of McHenry and Zoning Map Amendment to C2 Neighborhood Commercial upon annexation to the City of McHenry, Conditional Use Permit to allow an Automobile Fueling Station and a Variance for a Larger Driveway Width Along Ringwood Road for the Truck Exit to develop on the subject property in substantial conformance with the site plan submitted subject to the conditions as presented and Staff finds that the requirements in Tables 31 (Conditional Use Permit) have been met. Chairman Strach invited questions and/or comments from the Commission. 3 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Commissioner Meyer stated that he concurs with the developer regarding the landscaping and asked Director Martin why an island is necessary. Director Martin stated that the criteria has not been met according to the ordinance. Attorney McArdle reiterated the technicality of the issue and stated that this procedural issue could be addressed within the annexation agreement. Chairman Strach stated that Table 32 lists the requirements to be considered for the request and a motion could be made for approval if a commissioner wishes to do that. Commissioner Thacker inquired where the larger trucks would park in the event they entered the store. Mr. Kalischefski stated that there is an area for trucks to pull forward. Commissioner Strach asked about the time for fueling the larger trucks. Mr. Schroedter stated the large tanks take longer to fill and opined that there would be time to enter the store while the truck behind refuels. Commissioner Miller asked for confirmation for perimeter lighting. Mr. Kalischefski stated that there would be nearly 500 feet between the residents and the lighting and further stated that there would be three layers in between the residents and the lights including lights, trees, grass berm and mature trees stating that the lights would be forward/down facing away from the residents. Commissioner Miller stated that she concurs with Commissioner Meyer's comment in regards to the landscaping and parking island variance request. Commissioner Miller further stated that she would like to see the variance worked on because she opined that Speedway's landscaping plan appears attractive. She further opined that some islands within the City are not maintained very well. Commissioner Sobotta inquired how many employees are present per shift. Mr. Schroedter stated five and further stated that employee parking would be at the furthest point on the sides of the building. Commissioner Doherty asked if there would be additional lanes added to Ringwood Road and Route 120. Mr. Kalischefski stated there would be a lane within the existing right of way and the left hand turn lane on Route 120 would be extended and that with the granting of the variance that they would not need an additional lane on Ringwood Road. Commissioner Doherty inquired about berm maintenance. Mr. Kalischefski stated they would work with the city forester to determine the type of landscape materials needing to be planted. Commissioner Doherty concurred with Commissioners Meyer and Miller in regards to the landscape and parking island variance. He stated that the Speedway in Lake Barrington has close parking and opined that it works well not to have front landscaping. 4 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Commissioner Meyer asked for verification of the elevations near Chesapeake Drive. Mr. Kalischefski stated it is twenty feet from corner to corner. Commissioner Miller inquired if Speedway intended to sell the three acres to north. Mr. Schroedter stated there were no definite plans yet but opined it could be sold in the future. Chairman Strach opened the floor to questions and comments from the audience. James Rex, 5606 Chesapeake Drive, thanked Commissioner Meyer for mentioning the Chesapeake neighborhood. Mr. Rex read his letter of opposition, which was presented to Mr. Strach and the commissioners prior to the meeting. Mr. Rex inquired if Speedway plans to add gaming. Mr. Serpico stated that large truck traffic near Parkland School is unacceptable. Ms. Judy Walter, 5618 Chesapeake Drive, stated her biggest concern is for the school. She inquired about the current road construction on Ringwood Road. Director Martin stated that it was a resurfacing project. Ms. Walter inquired about the prospect of the berm property being sold. Director Martin stated that when this project goes before the City Council that would need to be addressed in the annexation agreement. Ms. Walter stated that she would like to concur with Mr. Rex's statement and inquired if there would be any more public meetings. Director Martin stated the next step is the City Council meeting. Ms. Walter stated her opposition to Speedway being open 24/7. She stated that she was not opposed to the plan at first but is now concerned because of the size of the project. She also stated her concern about the request for an eighty -foot sign. Director Martin stated that the sign variance would be considered by City Council. Ms. Walter inquired about city regulation of liquor and cigarettes in relation to a school. Mr. Martin stated the city municipal code is one hundred feet distance from a school for alcoholic beverages and that there is no code for cigarettes. Ms. Judy Walter opined that the berm is not enough to protect the residents and suggested taller trees or a fence on the berm. Ms. Walter inquired why there are two driveways on Ringwood Road. Mr. Kalischefski stated that one is for truck traffic only and the other is for automobiles further stating the intent is to keep truck and auto traffic separate. Mr. John Wsol, 5604 Chesapeake Drive, opined that the project is a truck stop and it would be a place for motorcycles to congregate. Mr. John Wsol further stated he had concern for gas spills 5 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us and fumes and for the trash that would accumulate. He stated that he did not understand why Speedway chose this spot with so many other places available in the City. Chairman Strach closed the public comment portion of the hearing at 9:12 p.m. Chairman Strach asked if there were additional questions from the commissioners. Commissioner Miller asked Attorney McArdle if she could ask attendees a question. Attorney McArdle stated she could. Commissioner Miller asked if the presentation changed the opinions of anyone in attendance in relation to concerns of setbacks, berm, preservation, and water detention areas. Mr. James Rex responded that he is still bothered by the expanse of vacant land between the protected berm and his land and the possibility of future expansion. Mr. John Wsol stated quality of life is still a major concern. He further stated that they would prefer a normal business with normal hours not the noise and smell of diesel fuel. Mr. Wsol stated that Lake In The Hills and Lake Barrington do not have truck stops and inquired why the decision was made to erect one in McHenry. Mr. Wsol is asking for denial of the variance. Commissioner Doherty inquired if there were any modifications that could be done to the berm. Mr. Kalischefski stated that they will be working with the city forester and that they would consider modifications. Chairman Strach stated that an amended motion could be made in regard to the Staff denial. Commissioner Meyer asked for clarification. Chairman Strach stated that the PZ Commission is a recommending body for the City Council. Attorney McArdle clarified the process for the commission. Discussion ensued. Motion by Meyer seconded by Walsh, to recommend to the City Council with regard to File No. Z-926, as presented by applicant Speedway, LLC: Approval of a Zoning Map Amending to C-2 Neighborhood Commercial upon annexation to the City of McHenry. Staff finds the requirements set forth in Table 33 have been met. Approval of the Conditional Use Permit to allow an automobile fueling station subject to the following conditions: • The project is developed in accordance with the Improvement Plans prepared by W-T dated 1/25/18 with a latest revision date of 2/16/18 and consisting of two pages, Landscape Plans prepared by Corporate Design + Development Group, LLC. dated 3/16/18 consisting of three pages; 0 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us • Sidewalks shall be installed along Illinois Route 120 and Ringwood Road along the entire frontage of the property; • The existing barn, garage and gravel driveway shall be razed when the site work commences; • The applicant shall enter into an annexation agreement with the City of McHenry, at which time the existing on site signs and billboard will be addressed as well as the area the City is looking for to site a future booster pump along the west side of the property; • There will be no overnight parking of commercial trucks nor any truck stop amenities such as showers or a laundry facility; • As much of the natural vegetation as practicable be maintained along the northern property line and western lines; And Staff finds the requirements set forth in Table 31 have been met. Approval of a Variance for a wider driveway width along Ringwood Road for the truck exit, approximately 85 feet from 36 feet. Approval of a Variance to eliminate the landscaping requirement around the building foundation. Approval of a Variance to allow 25 parking stalls in the front of the convenience store without a parking island. Chairman Strach asked if the commissioners had any additional comments or concerns. Commissioner Miller stated that she would like to make sure that the when the City Council hears this case that the City Council would readdress the berm screening to maximize protection for the residents. Voting Aye: Doherty, Meyer, Miller - with comments, Sobotta — second with comments, Strach, Thacker —with comments and Walsh. Voting Nay: None. Not Voting: None. Abstaining: None. Absent: None. Motion carried 7-0. V7 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Chairman Strach closed the Public Hearing regarding File No. Z-926 at 9:24 p.m. L Regular City Council Meeting Page 1 May J, 2018 Regular Meeting May 7, 2018 Call to Order Mayor Wayne Jett called the regularly scheduled May 7, 2018 meeting of the McHenry City Council to order at 7:00 prn in the McHenry City Council Chambers, 333 S. Green Street, McHenry, IL. Roll Call Deputy Clerk Meadows called the roll. Roll call: Members present: Alderman Curry, Alderman Devine, Alderman Glab, Alderman Mihevc, Alderman Santi, Alderman Schaefer and Mayor Jett. 1-Absent: Alderwornan Condon. Others present: Administrator Morefield, Attorney McArdle, Director of Community Development Polerecky, Director of Economic Development Martin, Director of Parks and Recreation Hobson, Director of Finance Lynch, and Director of Public Works Schmitt. Pledge of Allegiance Mayor Jett proceeded to lead those present in the Pledge of Allegiance. Public Hearing Annexation Agreement between the City of McHenry, Speedway Inc., Christian Kalischefski and 1st Midwest Bank and 13455 & Fuhler Properties which consist of 7.59 acres, more or less, and is located at the northwest corner of IL State Route 120 & Ringwood Road in the City of McHenry also known as 2009 Ringwood Road, McHenry, IL. 60050. A. Motion to approve an Ordinance authorizing the Mayor's execution of an Annexation Agreement between the City of McHenry, Speedway Inc., and others, which consists of 7.59 acres, more or less, and is located at the northwest corner of IL State Route 120 & Ringwood Road in the City of McHenry, I L 60050. B. Motion to approve an Ordinance annexing the property at 2009 Ringwood Road. C. Motion to adopt an Ordinance granting a zoning map amendment to C-2 Neighborhood Commercial, a conditional use permit to allow and automobile fueling station and variances for the property located at the northwest corner of Ringwood Road and Illinois Route 120, with conditions A Motion was made by Alderman Sand and seconded by Alderman Schaefer to open the Public Heari g at 7:02 p.m. Roll call: Vote: 6-ayes: Alderman Santi, Alderman Schaefer Alderman Curry Alderman Devine, Alderman Glab and Alderman Mihevc. 0-nays, 0-abstained. Motion carried. Mayorlett invited all those in attendance that wished to comment on this matter to approach the podium one at a time and state their name and address for the record. Regular City Council Meeting Page 7. May 7, 2018 Resident Frank Serpico who resides at 5608 Chesapeake addressed the Council Members. He expressed his concerns with the proposed fueling station and convenience store which may also offer video gaming being located in close proximity to a school site. He commented on a similar proposed Speedway site located in Lake in the Hills with similar concerns. Mr. Serpico continued on to discuss the site's longtime drainage issues and detention pond concerns. He noted that eventually along Route 120 the City will have three large fueling stations in close proximity of each other and he was uncertain if this is the image citizens wanted for the City. In conclusion, Mr. Sepico noted that he did not support having video gaming adjacent or near a school site. He thanked the Council Members for their time. Mayor Jett noted that the fueling station under consideration will only be selling package liquor unlike the Lake in the Hills' site that has a pouring license. Ms. Judith Walter who resides at 5618 Chesapeake addressed the Council Members. She noted that 4 of the 5 Homeowner Association Board Members were in attendance. She and the other Board Members concurred with Homeowner Association Board MemberSerpico's comments. She expressed her concerns with respect to video gaming, lighting, drainage, landscaping and the potential increase in traffic. Ms. Walter continued on to highlight her four major concerns. She commented on her first concern was with respect to the proposed 80' sign. In her opinion the sign is appropriate for interstates but not for a small community such as McHenry. Ms. Walter discussed her second concern which was regarding the amount of signage Speedway is requesting. Ms. Walter commented on her remaining two concerns regarding the proposed berm. She noted that the S' proposed berm was not tall enough to shield the residents adjacent to the property. Ms. Walter suggested planting fast growing evergreen or placing a fence on top of the berm. Either option would be acceptable to the residents. In addition, she questioned if the berm would be completed as promised if Speedway were to sell the northern portion of the property. She continued on to note that the arborist working with Speedway is an employee of the City and questioned if the arborist had the residents best interest in mind. Ms. Walter suggested that one of the HOA Board Members be a part of the berm landscape committee. Ms. Walter thanked the Council Members for their time. Mayor Jett noted that the sign variance is still a work in progress and will be coming back for Council consideration at a future meeting. Resident John Wsol who resides at 5604 Chesapeake addressed the Council Members. He reported that the City currently has 12 fueling stations and questioned if the City really needed a 13t' fueling station. In addition, Mr. Wsol noted that in the City limits gas prices per gallon are .13 to .15 cents higher than any of the other surrounding communities. Mr. Wsol commented on the Strategic Planning Committee's efforts. He noted that they had published various surveys and studies. Regular City Council Meeting Page 3 May 1, 2018 One of the studies' listed pros and cons of future development within the City. He noted that one of the cons was traffic congestion. Mr. Wsol noted that in the HOA Board's opinion adding a 13' fueling station will only add to the traffic congestion. He also has reviewed the traffic studies and reported that the City's own engineer suggested that the proposed fueling station may have an impact on traffic. Mr. Wsol discussed the types of commercial sites that he believed would be more desirable and have a positive impact on the local economy. He hopes the Council will consider delaying the vote on this matter until they and Staff can review the proposed development further. He thanked the Council for their time. Mayor Jett asked if there was anyone else in attendance that wished to comment on this matter. The audience offered no comments. Mayor Jett stated that he would entertain a motion to close the public hearing. A Motion was made bx Alderman Santi and seconded by Alderman Schaefer to close _the public hearing_Roll call: Vote: 6-ayes: Alderman Santi, Alderman Schaefer, Alderman Curry, Alderman Mihevc, Alderman Glab and Alderman Devine. 0-nays, 0-abstained. Motion carried. Mayor Jett stated that he would entertain a Motion to approve an Ordinance authorizing the Mayor's execution of an Annexation Agreement between the City of McHenry, Speedway Inc., and others, which consists of 7.59 acres, more or less, and is located at the northwest corner of IL State Route 120 & Ringwood Road in the City of McHenry, IL 60050. A Motion was made by Alderman Schaefer and seconded by Alderman Santi to approve the action under consideration. Mayor Jett asked if the Council Members had any comments on this matter. Alderman Glab reported on the fact that he has reservations with respect to approving the annexation agreement permitting a fueling station. He questioned if Council should be investigating this matter more closely. Alderman Glab commented on the property's history with respect to drainage issues. Alderman Devine agreed with Alderman Glab's comments on the property's drainage issues. Alderman Curry questioned if Staff could verify the prevision of an easement for a pumping station as noted on the proposed plans. Director Schmitt reported that currently there is a booster station located across the street. The booster station pumps potable water up the hill. The function of the pumping station would be to add pressure to the booster station when water demands were high. Director Schmitt noted that the pumping station was sized for this development and in the future there will be a need to have the pumping station functional. Alderman Curry commented on the northern portion of the property which consist of approximately 3 acres and as he understood the plans for that portion of the property is undefined. Director Martin replied yes except for the portion of the property that will serve as a buffer. Regular City Council Meeting Page 4 May7, 201S Alderman Curry noted that the proposed plans depicts the berm directly adjacent to the Condominium Development to be at an elevation of 5'. Director Martin reported that at this time he would ask that Developer Mr. Kalischfski address the Council with respect to details of the proposed development. Mr. Kalischefski with WT Group along with Mr. Kirkland from Speedway discussed the plans for the berm. He noted that the proposed berm is 5' in height and increasing to 13' in height and the length is comparable to the 25 yard line of a football field. A lengthy discussion ensued with respect to details of the berm, detention area and the landscaping plans. Mr. Kalischefski went on to discuss the proposed development's lighting plan. He noted that the lights are designed to project downwards with no back splash. A brief discussion ensued regarding the proposed lighting plan. Alderman Curry commented on the proposed access points. Mr. Kalischefski reported that there are three proposed access points. The full access is depicted off of Route 120 with a vehicular right-in/right out off of Ringwood Road and a commercial right -out access also off of Ringwood Road. He continued on to discuss their market study regarding their projected customer base. He noted that this fueling station is not similar to a truck stop there is no showers and no overnight parking. Their market study confirmed that the fueling station will serve motorist and truck drivers currently utilizing Route 120 in their routine commutes. Alderman Schaefer questioned Staff with respect to the proposed fueling station's land mass as it relates to open space transition to the residential area. Director Martin stated that to his knowledge this development has one of the largest open space transition areas. Alderman Schaefer questioned the size of the underground storage tanks. Mr. Kalischefski noted that the underground storage tanks comply with State regulations and Speedway has additional safeguards in place. In addition, the State Fire Marshall annually inspects the underground storage tanks. Alderman Santi asked what percentage of the fuel sold will be diesel. Mr. Kalischefski reported that they estimate about 30% of the fuel sold will be diesel. Alderman Santi inquired about Speedway's business plan with respect to the undefined 3 acres of open space. Mr. Kalischefski reported that the land purchase included the 3 acres in question and was not dividable. However, with respect to Speedway's business plan Mr. Kalischefski reported that he would have to contact Speedway's Land Acquisitions Director who was scheduled to be in attendance however he became ill. Alderman Santi asked Staff if Council would have to take some type of action in the future with respect to the 3 acres of open space. Director Martin replied yes, either zoning or subdivision approval would require Council action. Regular City Council Meeting Page S May 7, 2018 Alderman Santi noted that the developer appears to be willing to work with the City addressing the landscaping concerns. Mr. Kalischefski replied yes, they are willing to work in good faith to address any landscaping concerns. Alderman Schaefer inquired what the total number of individual If stations is. Mr. Kalischefski replied the total amount of individual fueling stations is 16, Alderman Glab reported that he still has reservation on the proposed annexation of the Speedway property. He noted that if the annexation was approved tonight so would be the request to grant an amendment to the zoning. Which in his opinion would open the door to allow several types of permitted commercial uses that would not require City Council approval. Attorney McArdle noted that approval of the annexation agreement requires a 2/3 vote which is six votes. Attorney McArdle commented on the fact that if the Council Members concurred to table the vote on the proposed annexation agreement they may want to provide Staff with a clear direction on what issues the Council Members would like addressed. John Donato who resides at 5617 Chesapeake, expressed concern with respect to the proposed fueling station being open 24 hours/seven days of the week. In his opinion this poses a security risk to the adjacent residential development. Alderman Santi asked Attorney McArdle about placing a restriction in the agreement with respect to the undefined 3 acre area. Attorney McArdle reported that Council could place restrictions on that portion of the property. Alderman Schaefer and Alderman Santi withdrew their original motions to approve the annexation agreement. A Motion was made by Alderman Santi and seconded by Alderman Glab to table the approval of an Ordinance authorizing the Mayor's execution of an Annexation Agreement between the _City of McHenry, Speedway Inc. and others which consists of 7._59 acres, more or less, and is located at the northwest corner of IL State Route 120 & Ringwood Road in the City of McHenry, II 60050. With direction from_Staff with respect to stormwater, development of the northern area and landscaping Roll call: Vote: 6-ayes: Alderman Santi, Alderman Glab, Alderman Devine, Alderman Mihevc, Alderman Curry, and Alderman Schaefer. 0-nays, 0-abstained. Motion carried. A Motion was made by Alderman Schaefer and seconded by Alderman Santi to table items 4 B. and 4.C. Roll call: Vote: 6-ayes: Alderman Schaefer, Alderman Santi, Alderman Glab, Alderman Devine, Alderman Mihevc and Alderman Curry. 0-nays, 0-abstained. Motion carried. Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us ORDINANCE NO. 18- j �? \ AN ORDINANCE AUTHORIZING THE EXECUTION OF AN ANNEXATION AGREEMENT FOR AN APPROXIMATELY SEVEN AND A HALF ACRE PROPERTY LOCATED AT THE NORTHWEST CORNER OF RINGWOOD ROAD AND ILLINOIS ROUTE 120 IN MCHENRY COUNTY, ILLINOIS WHEREAS, the City of McHenry, an Illinois Municipal Corporation in the State of Illinois ("City"), McHenry County, Illinois, is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois; and WHEREAS, First Midwest Bank is the record title holder ("Record Owner") and Speedway, Inc. ("Applicant") is the Developer of the real estate located at the northwest corner of Ringwood Road and Illinois Route 120, in McHenry County, Illinois; and WHEREAS, notice of a public hearing was published in the Northwest Herald, a newspaper of general circulation in the City of McHenry, within the time provided by law, notifying the public of a hearing on said Annexation Agreement before the Corporate Authorities of the City of McHenry; and WHEREAS, the Corporate Authorities of the City of McHenry have held the public hearing as required by law and have found that entry into said Annexation Agreement is in the best interest of the City. NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS AS FOLLOWS: SECTION 1: The Annexation Agreement, bearing the date of July 23, 2018 between the City, Record Owner and Applicant be and the same is hereby approved. A complete and accurate copy of said annexation agreement labeled "Speedway Annexation Agreement", is attached to this ordinance and incorporated herein by reference as Exhibit "A." SECTION 2: The Mayor and City Clerk are hereby authorized to affix their signatures as Mayor and City Clerk to said Annexation Agreement for the uses and purposes therein set forth. SECTION 3: All Ordinance or parts thereof in conflict with the terms and provisions hereof are hereby repealed to the extent of such conflict. SECTION 4: This Ordinance shall be published in pamphlet form by and under the authority of the corporate authorities of the City of McHenry, McHenry County, Illinois. 7 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us SECTION 5: This Ordinance shall be in full force and effect from and after its passage, approval, and publication in pamphlet form as provided by law. PASSED THIS DAY OF AYES: NAYS: ABSTAINED: ABSENT: NOT VOTING: APPROVED THIS DAY OF MAYOR ATTEST: CITY CLERK 2018 2015 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us SPEEDWAY ANNEXATION AGREEMENT This Agreement made and entered into this 23th day of July 2018, by and between the CITY OF MCHENRY, an Illinois municipal corporation ("City"), Speedway LLC, c/o Real Estate Dept., 539 South Main Street, Findlay, OH 45840 ("Applicant"), and 1st Midwest Bank 13455 & Fuhler Properties, 1134 N Main St, Algonquin, IL 60102-3482 ("Property Owner"). RECITALS A. The Property Owner holds fee simple title to the real estate legally described on Exhibit A, attached hereto and made a part of this Agreement by reference, hereinafter referred to as the "Subject Property or Property." B. The Property Owner and Applicant are parties to a certain Purchase and Sale Agreement providing for the sale by Owner and the purchase by the Applicant of the Subject Property. C. The Subject Property is currently located in unincorporated McHenry County and is zoned B- 1 Neighborhood Business District to the south and A-1 Agriculture to the north. Subject Property. has committed to issue a title policy insuring Applicant's interest in the E. The Property Owner has filed with the City Clerk a Petition for Annexation of the Subject Property to the City, contingent upon the terms and provisions of this Agreement, which Petition has been filed in accordance with 65 ILCS 5/7-1-8, and the ordinances of the City. F. The property affected by the Annexation Agreement consists of 7.59 acres, more or less, and is located at the northwest corner of Illinois State Route 120 & Ringwood Road, also known as 2009 Ringwood Road, McHenry, IL 60050. G. The property affected by the Annexation Agreement contains a 2,480-square foot wooden barn and 960 square foot frame garage, along a gravel driveway, located along the northern end of the Subject Property, as well as a farm field, various signs, a billboard with two spotlights, sporadic trees and vegetation and a four -foot wire fence along the northern property line. H. The Subject Property has no electors residing thereon. I. The Subject Property is not within the corporate boundaries of any municipality or subject to an annexation agreement with any other municipality, and is presently contiguous to and may be annexed to the City in accordance with 65 ILCS 5/7-1-1, et seq. E Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us I The Property Owner and Applicant desire to annex the Subject Property to the City in accordance with the terms of this Agreement. K. The City has determined that the annexation of the Subject Property in accordance with the terms of this Agreement is in the best interest of the City, will promote sound planning and growth of the City, and otherwise enhance and promote the general welfare of the City and its residents. L. The City does not provide library or fire protection services to the Subject Property, so notice to the Fire Protection District or Public Library District of the annexation of the Subject Property is not required. M. This Agreement is made pursuant to and in accordance with the provisions of 65 ILCS 5/11- 15.1-1, et seq. The City is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Agreement constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois. N. Prior to the date of this Agreement, all public hearings were held upon proper notice and publications as are required for the City to effect the terms of this Agreement. NOW THEREFORE, IN CONSIDERATION OF THEIR RESPECTIVE AGREEMENTS SET OUT HEREIN, THE CITY AND PROPERTY OWNER HEREBY AGREE AS FOLLOWS: 1. Annexation. Upon execution of this Agreement, as allowable by law, the City shall enact an ordinance annexing the Subject Property. A copy of said ordinance, together with an accurate plat of the Subject Property, shall be filed with the County Clerk of McHenry County and recorded with the Recorder of Deeds of McHenry County. This Agreement in its entirety, together with the aforesaid Petition for Annexation, shall be null, void and of no force and effect unless the Subject Property is zoned and classified as provided in this Agreement by the adoption of ordinances bythe City immediately following the execution of this Agreement. In addition, hereto, this Agreement in its entirety, together with the aforesaid Petition for Annexation, shall be null, void and of no force and effect unless the Applicant closes on the Subject Property with Property Owner pursuant to the Sales Contract no later than December 31, 2018, and in such case the adoption of any ordinances by the City in conjunction with this Agreement shall be null, void and of no force. 10 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us 2. Zoning. Immediately following the annexation of the Subject Property, the City shall adopt an ordinance granting a zoning map amendment to C-2 Neighborhood Commercial District. 3. Conditional Use Permit. Immediately following the annexation of the Subject Property, the City shall adopt an ordinance approving a conditional use permit to allow a fueling station. 4. Landmark Commission/Demolition of Existing Structures Within twenty-four (24) months from the approval date of this Agreement or such longer period as agreed upon by the City and Applicant, Applicant shall demolish all existing buildings and/or structures on the Subject Property. Upon request by the City and upon reasonable notice provided to the Applicant the Applicant shall permit the City of McHenry Landmark Commission to enter into any of the buildings and/or structures on the Subject Property proposed for demolition, and at no charge remove any historic material from said buildings prior to the demolition of any building. The City indemnifies, defends and holds Applicant harmless for any injury to City or Landmark Commission members, their agents or contractors or other members of the public which may occur in the process of inspecting or removing any historic material from said buildings prior to the demolition. 5. Site Plan. Applicant shall develop the Subject Property pursuant to the Improvement Plans prepared by W-T dated 1/25/18 with the latest revision date of and consistent with two pages, and the Landscape Plans prepared by Corporate Design and Development Group, LLC dated 3/16/18 consisting of three pages (collectively, "Site Plan") attached as Exhibit B. Applicant shall plant 8-foot tall evergreen (or non - deciduous) trees to enhance screening adjacent to and north of the diesel fueling lanes. 6. Tree Survey and Preservation Plan. Applicant shall provide a tree survey and preservation plan for review and approval by the City for the Subject Property, in accordance with the City's Tree Preservation ordinance. A tree survey and preservation plan shall be submitted, as part of engineering and building permit review, prior to removal of any trees on the Subject Property. Prior to the issuance of the first occupancy permit on the Subject Property, the Applicant shall implement and install the plant material depicted on the final landscape plan and the City shall approve the installation of the plant material in accordance with the final landscape plan. 7. Development of Northern Half of Property. Because of the significant objections raised by the property owners to the north of the Subject Property, Applicant hereby agrees, that prior to any development occurring on the Subject Property, other than the proposed fueling station and convenience store, an amendment of this Agreement must be reached 11 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us with the City Council. Applicant waives any vested rights or other permitted rights, zoning or otherwise, to further use or develop the Subject Property without amendment of this Agreement. 8. Curb, Gutter, Sidewalks and Driveways Applicant shall install public sidewalks, concrete curb and gutter, and an enclosed storm sewer system, designed and constructed in accordance with the ordinances of the City. 9. Booster Pump. Applicant shall dedicate a perpetual easement for a water booster pump for the City in an area depicted on Exhibit C attached hereto and incorporated herein. The easement document shall be drawn by a registered surveyor by the Applicant, recorded and provided to the City within sixty (60) days to execution of this Agreement. 10. Billboard Sign. Applicant shall remove the existing billboard sign currently located on the Subject Property within thirty (30) days of lease expiration of the existing billboard with the current Property Owner. Property Owner shall provide the City with a copy of the existing lease within upon execution of this Agreement. 11. Plat of Easement of Berm on North Side of Subject Property. Applicant shall construct a berm across the entire length of the northern property line of the Subject Property which abuts the Chesapeake Hills Subdivision. Construction of the berm shall be completed prior to the Applicant receiving a temporary or full certificate of occupancy for the Subject Property. The perpetual easement attached hereto as Exhibit D shall be signed by the Applicant and filed with the McHenry County Recorder of Deeds preventing any removal of the berm for any reason. The easement document shall be drawn by a registered surveyor by the Applicant, recorded and provided to the City. Both the easement and the berm shall be approved by the City engineer prior to being recorded by the Applicant. Notwithstanding the foregoing, based on existing elevations of the private drive that runs parallel with Speedway's north property line, the berm will be constructed at a minimum of 7 feet above those respective elevations. The City shall have the right but not the obligation to maintain the berm if the Applicant fails to properly do so in a timely manner. Prior to any clearing, excavation, grading or other site development work being done on this portion of the Subject Property which lies directly south of the Chesapeake Hills Subdivision, the Applicant shall provide the City with an Erosion and Construction Runoff Control Plan. Said Plan shall include extraordinary measures, including but not limited to hay bales, silt fencing, straw, etc. that will prevent silt or any other construction runoff or debris from impacting the subdivision, Ringwood Road or Parkland School. 12 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us 12. Sanitary Sewer and Water. The Subject Property shall be developed with municipal sanitary sewer and water. Applicant will be required to extend the municipal water and sewer lines to service the Subject Property, and the City will service the development with water and sanitary sewer treatment facilities. Water and sanitary treatment plant and main capacity will be made available to the development on the same basis as it is made available to other developments. The City acknowledges that there is currently sanitary sewer and water treatment plant capacity available to service the Subject Property but does not guarantee sanitary sewer and water treatment capacity. A Plat of Easement shall be prepared and submitted by the Applicant and approved by the City to encompass the public water main, hydrants and other water -related appurtenances and blanket easement for stormwater management (detention area). The Plat of Easement shall be recorded prior to issuance of an occupancy permit for the Subject Property. 13. Stormwater Release Rate. The Applicant shall design the stormwater system on the Subject Property such that the water releases at a rate of .11 cfs. rather than the otherwise required rate of .15 cfs. 14. Underground Utilities. Applicant shall install underground, at Applicant's cost, all new electricity, gas, telephone lines and any other utility or cable devices, lines, or conduits necessary to service the development of the Subject Property. 15. Road Improvements and Contributions Applicant shall construct the offsite roadway improvements in accordance with the traffic study completed for the project and obtain all necessary permits from the City of McHenry and the State of Illinois. 16. Liquor License. No representation is made by the City with regard to the eligibility of the Applicant to obtain a liquor license on the Subject Property. 17. Sign Plan. The sign plan attached hereto as Exhibit E, prepared by and dated shall apply to the development of the proposed fueling station and convenience store. 18. Donations, Contributions and Fees Applicant acknowledges that the development of the Subject Property will not impact schools, parks and the library but will impact the McHenry Township Fire Protection Districts and the City. To reduce the effects of this impact, and as a condition of this Agreement, Applicant shall be obligated to pay and/or donate, or cause to be donated to the City, or provide improvements for the benefit of the City as follows: a) Annexation Fees 13 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Applicant shall pay to the City the lump sum of $3,795, representing $500 per acre, within ninety (90) days following City Council approval of the ordinance annexing the Subject Property to the City. b) New Construction Payments Applicant shall pay to the City at time of issuance of the building permit for the following: a. Fire District: b. Water Capital Development Fee: c. Sanitary Sewer Capital Development Fee: d. Building Permit and associated fees (plan review, plumbing, inspection and water meter): The aforementioned fee amounts shall be paid in accordance with the applicable fee schedule in effect at time of issuance of the building permit. 19. Binding Effect and Term/Enforcement This Agreement shall be binding upon and inure to the benefit of the parties hereto in accordance with statutory provisions, successor owners of record and their heirs, assigns, and lessees, and upon successor municipal authorities of the City and successor municipalities for a period of twenty (20) years from the date of execution hereof, and any extended time agreed to by amendment to this Agreement. The Applicant may assign, without any additional approval by the City, this Agreement and the Conditional Use Permit to a related entity of Speedway LLC. Any and all lawsuits filed by any party hereto, involving a controversy or dispute with regard to this Agreement or the development of the Subject Property, shall be filed exclusively in the 22"d Judicial Circuit Court, McHenry County, Illinois and the prevailing party shall be entitled to recover, from the non -prevailing party, all of its reasonable expenses incurred, including attorney's fees. 20. Amendment. This Agreement may only be amended by written instrument executed by all parties hereto. Provided, however, in the event title to the Subject Property, in whole or part, is transferred to successors in interest, future amendments relating to the Subject Property may be made by and between the City and the title holders to the parcel specifically requesting the amendment without consent required by other record owners of the Subject Property. 14 MUNICIPAL CODE CHAPTER 10 FIRE PROTECTION AND PREVENTION* ARTICLE I OPEN FIRES** ( Sec. 10-1. In General. MC-98-715; MC-07-923) It shall be unlawful to light or maintain any fire in the City except in accordance with the provisions of this Article. The term "fire" as used in this Article shall not be construed to mean or include a fire in a furnace, stove, boiler, or fireplace. Sec. 10-2. Proximity to structures, flammables. Notwithstanding any provision herein, it shall be unlawful to light or maintain any fire in the City so close to any building or structure, or any flammable material other than that to be burned so as to cause a fire hazard. Sec. 10-3. Prohibited burning. (MC-01-777) The open burning of any materials or substances is hereby prohibited within the City limits, except for a fire kindled for outdoor cooking, recreational burning, and controlled burning for prairie or forest ecology management purposes, subject to the conditions and limitations contained herein. Sec. 10-4. Outdoor cooking. (MC-01-777) A fire kindled for outdoor cooking shall be allowed within the City limits, provided such fire is contained in a permanent fireplace, portable grill or other appliance designed for the preparation of food and used in the manner it was intended by its manufacturer. Sec. 10-5. Recreational burning. (MC-01-777; MC-02-812) Recreational burning shall be permitted within the City limits, subject to the conditions and limitations contained herein. (a) Definitions. Recreational burning shall be defined as follows: 1. A fire within an enclosed portable fireplace designed for outdoor use. 2. A bonfire used for ceremonial purposes and conducted by responsible individuals or organizations, but only upon special permit issued by the City. Unless otherwise approved by the City, a bonfire shall not exceed five feet by five feet in size, shall not burn longer than three hours, and shall not be closer than fifty feet from any structure. Adequate provision shall be made to prevent the fire from spreading to within fifty feet of any structure. * Cross Reference - Where non-flammable building materials are required, Sec. 7-124; electrical regulations, Sec. 7-125 et seq.; interfering with fire alarm wires, Sec. 7-166; false fire alarms, Sec.14-4(c); fires in parks, Sec. 16-33; burning prohibited on streets, Sec. 21-19. ** Cross Reference - Burning prohibited on streets, Sec. 21-19. 350 1 /08 (b) Conditions. Recreational burning shall be subject to the following conditions: 1. Unless otherwise authorized by the City Council, recreational fires shall occur on private property and at no time shall a person start or maintain any fire in any street, sidewalk, park or public right of -way. 2. Permanent or stationary fire pits: Each permanent outdoor fire pit shall be dug into the ground in a manner that will prevent the burn materials from falling out of the pit. The above grade portion of the pit shall be constructed of stone, masonry, metal, or other similar noncombustible materials. The bottom of the pit shall be below grade and shall be comprised of gravel, stone, or dirt. The total open area of the pit shall no more than forty eight inches (48") across and no more than twenty four inches (24") in depth (from the bottom of the pit to the top of the above -grade materials. The pit shall be surrounded by a noncombustible barrier. 3. Portable fire places shall be located on a noncombustible, hard, level surface when in use, such as, but not limited to, concrete, paver bricks, or asphalt. 4. A recreational fire shall be attended at all times by an adult. 5. A garden hose connected to a water supply or other fire extinguishing equipment shall be readily available for use. 6. Only seasoned dry firewood shall be used for a recreational fire, provided, however, a small amount of paper and/or brush may be used to start the fire as kindling. 7. The fire shall be extinguished when unattended. 8. Any smoke from a recreational fire shall not flow into an adjacent or nearby building. 9. If at any time, the fire is found to be a nuisance to persons on neighboring properties, the fire shall be immediately extinguished. Sec. 10-6. Controlled burning. (MC-01-777) Controlled burning of areas within the City for prairie or forest ecology management shall be allowed provided that all necessary permits from the Illinois Environmental Protection Agency and any other agency charged with such review are properly secured and submitted to the City at least forty-eight hours prior to the date of such burning. Secs. 10-7 10-31. Reserved. Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us ORDINANCE NO. 18-1 W- AN ORDINANCE ANNEXING APPROXIMATELY SEVEN AND A HALF ACRES COMMONLY LOCATED AT THE NORTHWEST CORNER OF RINGWOOD ROAD AND ILLINOIS ROUTE 120 IN MCHENRY COUNTY, ILLINOIS WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois; and WHEREAS, a written petition has been filed with the City Clerk requesting annexation of said real estate to the City legally described on "Exhibit A", attached hereto and incorporated herein, the "SUBJECT PROPERTY", along with a complete and accurate plat of said real estate incorporated herein and attached hereto on "Exhibit B", and which petition has been filed in accordance with 65 ILCS 5/7-1-8; and WHEREAS, said real estate is not located within any other municipality or subject to an annexation agreement with any other municipality, and said real estate is presently contiguous to and may be annexed to the City in accordance with 65 ILCS 5/7-1-1, et seq.; and WHEREAS, the City of McHenry does not provide library or fire protection services to said real estate, so notice to the Fire Protection District or Public Library District of the annexation of said real estate is not required; and WHEREAS, the City has determined that the annexation of said real estate is in the best interest of the City, will promote sound planning and growth of the City, and otherwise enhance and promote the general welfare of the City and its residents. NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS AS FOLLOWS: SECTION 1: That the SUBJECT PROPERTY be and the same is hereby annexed to and made a part of the corporate limits of the City of McHenry, including any and all portions of adjacent street, roads or highways as provided by law. SECTION 2: The City Clerk is hereby directed to cause a certified copy of this ordinance, together with said plat, to be recorded in the Office of the Recorder of Deeds of McHenry County, lE Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Illinois. Following the recordation of this ordinance and plat, a copy thereof shall be filed in the Office of the Clerk of McHenry County, Illinois. SECTION 3: This Ordinance shall be published in pamphlet form by and under the authority of the corporate authorities of the City of McHenry, McHenry County, Illinois. SECTION 4: This Ordinance shall be in full force and effect from and after its passage, approval, and publication in pamphlet form as provided by law. PASSED THIS DAY OF , 2018 AYES: NAYS: ABSTAINED: ABSENT: NOT VOTING: APPROVED THIS DAY OF ATTEST: CITY CLERK 25 MAYOR 2018 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us EXHIBIT A LEGAL DESCRIPTION OF THE SUBJECT PROPERTY THAT PART OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 45 NORTH, RANGE 8, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION, WHICH IS 907.5 FEET SOUTH OF THE NORTHEAST CORNER OF SAID NORTHWEST 1/4, AND RUNNING THENCE WEST AT RIGHT ANGLES WITH THE EAST LINE OF SAID NORTHWEST 1/4, A DISTANCE OF 452 FEET; THENCE SOUTH PARALLEL WITH THE EAST LINE OF SAID NORTHWEST 1/4 A DISTANCE OF 626.88 FEET TO A POINT ON THE NORTHEASTERLY LINE OF THE STATE HIGHWAY KNOWN AS RT. NO. 120; THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE NORTHEASTERLY LINE OF SAID HIGHWAY FOR A DISTANCE OF 531.3 FEET TO THE EASTERLY LINE OF SAID NORTHWEST 1/4; THENCE NORTH ALONG SAID EAST LINE OF SAID NORTHWEST 1/4, A DISTANCE OF 904.95 FEET TO THE POINT OF BEGINNING (EXCEPT THAT PART THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE EAST LINE OF THE SAID NORTHWEST QUARTER OF SECTION 28 WITH THE NORTHERLY LINE OF FA ROUTE 21(ILLINOIS ROUTE 120), SAID NORTHERLY LINE OF FA ROUTE 21 BEING A LINE DRAWN CONCENTRIC WITH AND 30.0 FEET RADIALLY DISTANT NORTHEASTERLY OF THE CENTERLINE OF FA ROUTE 21; THENCE NORTHWESTERLY ALONG THE LAST DESCRIBED NORTHERLY LINE OF FA ROUTE 21 FOR AN ARC LENGTH OF 531.3 FEET TO THE POINT OF INTERSECTION WITH A LINE DRAWN PARALLEL WITH THE SAID EAST LINE OF THE NORTHWEST QUARTER OF SECTION 28; THENCE NORTHERLY ALONG THE LAST DESCRIBED PARALLEL LINE FOR A DISTANCE OF 37.00 FEET TO A POINT ON A LINE DRAWN CONCENTRIC WITH AND 60.0 FEET RADIALLY DISTANT NORTHEASTERLY OF THE CENTERLINE OF FA ROUTE 21; THENCE SOUTHEASTERLY ALONG THE LAST DESCRIBED CONCENTRIC LINE FOR AN ARC LENGTH OF 532.32 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 28; THENCE SOUTHERLY ALONG THE LAST DESCRIBED EAST LINE FOR A DISTANCE OF 33.96 FEET TO THE POINT OF BEGINNING), ALSO EXCEPTING THAT PART OF THE EAST HALF OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 28, THENCE ON AN ASSUMED BEARING OF SOUTH 0 DEGREES 37 MINUTES 29 SECONDS WESTALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, AS STAKED AND OCCUPIED, A DISTANCE OF 907.80 FEET (907.5 FEET, RECORDED) TO THE NORTHEAST CORNER OF THE GRANTOR; THENCE CONTINUING SOUTH 0 DEGREES 37 MINUTES 29 SECONDS WEST ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID 2 26 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us SECTION 28 AS STAKED AND OCCUPIED, A DISTANCE OF 814.79 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 0 DEGREES 37 MINUTES 29 SECONDS WEST ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, AS STAKED AND OCCUPIED, A DISTANCE OF 55.39 FEET TO THE NORTHEAST CORNER OF FINAL JUDGEMENT ORDER NUMBER 72-2779 FILED NOVEMBER 6, 1973 BEING ALSO THE EASTERLY EXTENSION OF THE NORTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 120; THENCE NORTHWESTERLY 73.38 FEET ALONG THE SAID EASTERLY EXTENSION OF THE NORTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 120 AND ALONG THE NORTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 120 ON A CURVE TO THE RIGHT, HAVING A RADIUS 3759.80 FEET, THE CHORD OF SAID CURVE BEARS NORTH 60 DEGREES 58 MINUTES 05 SECONDS WEST, 73.38 FEET; THENCE NORTH 59 DEGREES 57 MINUTES 29 SECONDS EAST, A DISTANCE OF 40.16 FEET TO A POINT 30.00 FEET NORMALLY DISTANT WEST OF THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, AS STAKED AND OCCUPIED, BEING ALSO THE WEST RIGHT OF WAY LINE OF RINGWOOD ROAD; THENCE SOUTH 89 DEGREES 22 MINUTES 31 SECONDS EAST, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING, ALL IN MCHENRY COUNTY, ILLINOIS. PIN (Property Identification Number) of subject property: 09-28-126-028 27 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Exhibit B Plat of Annexation of SUBJECT PROPERTY PLAT OF ANNEXATION a THE CITY OF MCHENRY _ - _, Iii Kd.,.M�IC,MICp..YC pfY •.,IR,•n • -♦ RY•wM Yt V ` --- i% E w �'• you K .� r' of 'A' ��� r ,.•..�.,..a..aw� e"...4 w-.'., '�:'::e �'."c,.'.K�" � t `i 3�W. TM1E C �( � r j .+s,.%s`:�ncsww «.,`K`•`c�w+.+,ar� K.n `�"Ig � 1 _,_fiRR6.1W�.wns,..u�.m.urswa ,..•..,.w.•.. rr.wa.va,�n�Tr..wv.rw ` \\ - ` u E''/ i ..e... gym._ ..,,,c X � �•.�,e+va....r,s...._ °' O '� \ i i "—'•� — PRFLMINARY FOR REMEW 4/23/17 mac; NEV Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us ORDINANCE NO 18- ` 8g 5 AN ORDINANCE GRANTING A ZONING MAP AMENDMENT TO C-2 NEIGHBORHOOD COMMERCIAL, A CONDITIONAL USE PERMIT TO ALLOW AN AUTOMOBILE FUELING STATION AND VARIANCES FOR THE PROPERTY LOCATED AT THE NORTHWEST CORNER OF ILLINOIS ROUTE 120 AND RINGWOOD ROAD IN THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois; and WHEREAS, a petition has been filed with the City by Speedway, LLC, 539 S Main Street, Findlay, OH 45840 requesting a Zoning Map Amendment to C-2 Neighborhood Commercial, a Conditional Use Permit to allow an automobile fueling station, a Variance to allow twenty-five (25) parking stalls in the front of the convenience store without a parking lot landscape island, Variance to allow no landscaping around the building foundation and a Variance for a larger driveway width along Ringwood Road for the truck exit for the property located at the northwest corner of Ringwood Road and Illinois Route 120 and legally described on Exhibit "A" attached hereto and incorporated herein, the "SUBJECT PROPERTY"; and WHEREAS, a public hearing on said petition was held before the Planning and Zoning Commission on April 11, 2018 in the manner prescribed by ordinance and statute, and as a result of said hearing, the Planning and Zoning Commission did recommend to the City Council the granting of the requested Zoning Map Amendment, Conditional Use Permit and Variances; and WHEREAS, the City Council has considered the evidence and recommendations from the Planning and Zoning Commission and finds that the approval of the requested Zoning Map Amendment, Conditional Use Permit and Variances is consistent with the objectives of the City of McHenry Zoning Ordinance to protect the public health, safety, morals and general welfare of its residents. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS, AS FOLLOWS: SECTION 1: That the SUBJECT PROPERTY is hereby granted a Zoning Map Amendment to C-2 Neighborhood Commercial. SECTION 2: In granting said Zoning Map Amendment, the City Council finds that the requirements of Table 33 of the Zoning Ordinance have been met in that: 29 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us 1. The requested zoning classification is compatible with the existing uses and zoning of property in the environs; 2. The requested zoning classification is supported by the trend of development in the general area; 3. The requested zoning classification is consistent with the objectives of the City of McHenry Comprehensive Plan; and 4. The requested classification promotes the public interest. SECTION 3: That the SUBJECT PROPERTY is hereby granted a Conditional Use Permit to allow an automobile fueling station subject to the following conditions: • The project is developed in accordance with the Improvement Plans prepared by W-T dated 1/25/18 with a latest revision date of 2/16/18 and consisting of two pages, Landscape Plans prepared by Corporate Design + Development Group, LLC. dated 3/16/18 consisting of three pages attached hereto and incorporated herein as Exhibit B ("Site Plan"); • Sidewalks shall be installed along Illinois Route 120 and Ringwood Road along the entire frontage of the property; • The existing barn, garage and gravel driveway shall be razed when the site work commences; • The applicant shall enter into an annexation agreement with the City of McHenry, at which time the existing on site signs and billboard will be addressed as well as area the City is looking for to site a future booster pump, along the west side of the property; • There will be no overnight parking of commercial trucks nor anytruck stop amenities such as showers or a laundry facility; • As much of the natural vegetation as practicable be maintained along the northern property line and western lines as practical. SECTION 4: In granting said Conditional Use Permit, the City Council finds that the requirements of Table 31 of the Zoning Ordinance have been met in that: 1. Any adverse impact of types or volumes of traffic flow not otherwise typical in the zoning district has been minimized. 30 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us 2. Any adverse effects of noise, glare, odor, dust, waste disposal, blockage of light or air, or other adverse environmental effects of a type or degree not characteristic of permitted uses in the zoning district, have been appropriately controlled; 3. The proposed use will fit harmoniously with the existing natural or man-made character of its surroundings, and with permitted uses in the zoning district. The use will not have undue deleterious effect on the environmental quality, property values, or neighborhood character already existing in the area or normally associated with permitted uses in the district. 4. The proposed use will not require existing community facilities or services to a degree disproportionate to that normally expected of permitted uses in the district, nor generate disproportionate demand for new services or facilities, in such a way as to place undue burdens upon existing development in the area; 5. The proposed use will not be detrimental to the safety or health of the employees, patrons, or visitors associated with the use nor of the general public in the vicinity; and 6. The proposed use is in harmony with all other elements of compatibility pertinent to the Conditional Use and its particular location. SECTION 5: That the Subject Property hereby granted the following Variances from the Zoning Ordinance. • Variance from VIII Landscaping & Screening B.3 to forgo the requirement of a landscaped island in the interior of an off-street parking area to be provided every fifteen (15) parking spaces. • Variance from VIII. Landscaping & Screening Table 15 to forgo the requirement for landscaping around the building foundation; • Variance from VII. Off -Street Parking & Loading Table 10: Parking and Loading Dimensions: Driveway Width (d) to allow the maximum driveway width to exceed thirty-six (36) feet. 31 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us SECTION 6: In granting said Variances the City Council finds that the requirements of Table 32 of the Zoning Ordinance have been met in that: 1. Special circumstances exist that are peculiarto the property for which the variance is sought and that do not apply generally to other properties in the same zoning district. And these circumstances are not of so general or recurrent a nature as to make it reasonably practical to provide a general regulation to cover them. 2. The special circumstances referenced herein relate only to the physical character of the land or building(s) for which the variance is sought, such as dimension, topography, or soil conditions. They do not concern any business or activity the present or prospective owner or tenant carries on, or seeks to carry on, therein, not to the personal, business, or financial circumstances of such owner or tenant or any other party with interest in the property. 3. The special circumstances that are the basis for the variance have not resulted from any act of the applicant or of any other party with interest in the property. 4. The strict application of the provisions of the Zoning Ordinance would result in unnecessary and undue hardship upon the applicant, as distinguished from a mere inconvenience. 5. A Variance is necessary for the applicant to preserve and enjoy a substantial property right possessed by other properties in the same zoning district and does not confer a special privilege ordinarily denied to other properties in the district. 6. The granting of a Variance is necessary not because it will increase the applicant's economic return, although it may have this effect, but because without the variance the applicant will be deprived of any reasonable use or enjoyment of the property. 7. The granting of a Variance will not alter the essential character of the locality nor substantially impair environmental quality, property values, or public safety or welfare in the vicinity. 32 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us 8. The granting of a Variance will be in harmony with the general purpose and intent of the Zoning Ordinance and of the Comprehensive Plan of the City, as viewed in light of any changed conditions since their adoption. 9. The Variance requested is the minimum required to provide the applicant with reasonable use and enjoyment of the property. SECTION 7: All Ordinances or parts thereof in conflict with the terms and provisions hereof are hereby repealed to the extent of such conflict. SECTION 8: This Ordinance shall be published in pamphlet form by and under the authority of the corporate authorities of the City of McHenry, McHenry County, Illinois. SECTION 9: This Ordinance shall be in full force and effect from and after its passage, approval, and publication in pamphlet form as provided by law. PASSED THIS DAY OF , 2018 AYES: NAYS: ABSTAINED: ABSENT: NOT VOTING: APPROVED THIS DAY OF 2018 ATTEST: CITY CLERK 33 MAYOR Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Exhibit A Legal Description of the Subject Property THAT PART OF THE EAST 1/2 OF THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 45 NORTH, RANGE 8, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION, WHICH IS 907.5 FEET SOUTH OF THE NORTHEAST CORNER OF SAID NORTHWEST 1/4, AND RUNNING THENCE WEST AT RIGHT ANGLES WITH THE EAST LINE OF SAID NORTHWEST 1/4, A DISTANCE OF 452 FEET; THENCE SOUTH PARALLEL WITH THE EAST LINE OF SAID NORTHWEST 1/4 A DISTANCE OF 626.88 FEET TO A POINT ON THE NORTHEASTERLY LINE OF THE STATE HIGHWAY KNOWN AS RT. NO. 120; THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE NORTHEASTERLY LINE OF SAID HIGHWAY FOR A DISTANCE OF 531.3 FEET TO THE EASTERLY LINE OF SAID NORTHWEST 1/4; THENCE NORTH ALONG SAID EAST LINE OF SAID NORTHWEST 1/4, A DISTANCE OF 904.95 FEET TO THE POINT OF BEGINNING (EXCEPT THAT PART THEREOF DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE EAST LINE OF THE SAID NORTHWEST QUARTER OF SECTION 28 WITH THE NORTHERLY LINE OF FA ROUTE 21(ILLINOIS ROUTE 120), SAID NORTHERLY LINE OF FA ROUTE 21 BEING A LINE DRAWN CONCENTRIC WITH AND 30.0 FEET RADIALLY DISTANT NORTHEASTERLY OF THE CENTERLINE OF FA ROUTE 21; THENCE NORTHWESTERLY ALONG THE LAST DESCRIBED NORTHERLY LINE OF FA ROUTE 21 FOR AN ARC LENGTH OF 531.3 FEET TO THE POINT OF INTERSECTION WITH A LINE DRAWN PARALLEL WITH THE SAID EAST LINE OF THE NORTHWEST QUARTER OF SECTION 28; THENCE NORTHERLY ALONG THE LAST DESCRIBED PARALLEL LINE FOR A DISTANCE OF 37.00 FEET TO A POINT ON A LINE DRAWN CONCENTRIC WITH AND 60.0 FEET RADIALLY DISTANT NORTHEASTERLY OF THE CENTERLINE OF FA ROUTE 21; THENCE SOUTHEASTERLY ALONG THE LAST DESCRIBED CONCENTRIC LINE FOR AN ARC LENGTH OF 532.32 FEET TO A POINT ON THE EAST LINE OF THE NORTHWEST QUARTER OF SECTION 28; THENCE SOUTHERLY ALONG THE LAST DESCRIBED EAST LINE FOR A DISTANCE OF 33.96 FEET TO THE POINT OF BEGINNING), ALSO EXCEPTING THAT PART OF THE EAST HALF OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 28, THENCE ON AN ASSUMED BEARING OF SOUTH 0 DEGREES 37 MINUTES 29 SECONDS WEST ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, AS STAKED AND OCCUPIED, A DISTANCE OF 907.80 FEET (907.5 FEET, RECORDED) TO THE NORTHEAST CORNER OF THE GRANTOR; THENCE CONTINUING SOUTH 0 DEGREES 37 MINUTES 29 SECONDS WEST ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID 2 34 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us SECTION 28 AS STAKED AND OCCUPIED, A DISTANCE OF 814.79 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 0 DEGREES 37 MINUTES 29 SECONDS WEST ALONG THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, AS STAKED AND OCCUPIED, A DISTANCE OF 55.39 FEET TO THE NORTHEAST CORNER OF FINALJUDGEMENT ORDER NUMBER 72-2779 FILED NOVEMBER 6, 1973 BEING ALSO THE EASTERLY EXTENSION OF THE NORTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 120; THENCE NORTHWESTERLY 73.38 FEET ALONG THE SAID EASTERLY EXTENSION OF THE NORTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 120 AND ALONG THE NORTHERLY RIGHT OF WAY LINE OF ILLINOIS ROUTE 120 ON A CURVE TO THE RIGHT, HAVING A RADIUS 3759.80 FEET, THE CHORD OF SAID CURVE BEARS NORTH 60 DEGREES 58 MINUTES 05 SECONDS WEST, 73.38 FEET; THENCE NORTH 59 DEGREES 57 MINUTES 29 SECONDS EAST, A DISTANCE OF 40.16 FEET TO A POINT 30.00 FEET NORMALLY DISTANT WEST OF THE EAST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 28, AS STAKED AND OCCUPIED, BEING ALSO THE WEST RIGHT OF WAY LINE OF RINGWOOD ROAD; THENCE SOUTH 89 DEGREES 22 MINUTES 31 SECONDS EAST, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING, ALL IN MCHENRY COUNTY, ILLINOIS. PIN (Property Identification Number) of subject property: 09-28-126-028 35 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Exhibit B Site Plan PAVBI 9ECT�a e o 36 Main Fax HRGreen April 9, 2018 Mr. Douglas P. Martin City of McHenry 333 South Green Street McHenry, IL 60050 Re: Speedway at Route 120 and Ringwood Road (171463) Dear Mr. Martin: The following items were received by HR Green Inc. (HR Green) on April 3, 2018 for our review: ■ Public Hearing Application File Number Z-926 including Dimension Plan (CS1 and CS2) prepared by W-T Group LLC on 01-25-2018 and last revised on 02-2018; ALTA/NSPS Land Title Survey for 2009 N. Ringwood Road (S-1, S-2 and S-3) prepared by W—T Land and Construction Surveyors signed November 7, 2017; Landscape Plan (LP, LP-1 and LP-2) prepared by Corporate Design and Development Group LLC on 03-15-2018; and Signage Plan (SS, SS1 and SS2) prepared by W-T Group LLC on 03-15-2018. ■ Traffic Impact Study Proposed Illinois Route 120 Speedway Gas Station prepared by Kenig, Lindgren, O'Hara, Aboona, Inc. on March 14, 2018. As requested, HR Green has reviewed the Traffic Impact Study provided for this site. The following are our comments related to the submitted materials above: TRAFFIC IMPACT STUDY The information provided in this report appears to be reasonable for the provided site. HR Green has no comments related to the TIS. GENERAL COMMENTS The following comments were items that were noticed in a cursory review. These items should be addressed during final engineering of the site. This list is intended to asset the design engineer with completing a complete submittal. IDOT approval for the entrance on Rt. 120 will need to be provided. A wetland delineation or indication that the wetlands shown adjacent to the site, do not encroach into this site. The property appears to be subject to flooding at its northeast corner. Grading or improvements within this area should not adversely affect upstream and downstream properties. A drain tile inventory or a request for drain tile survey waiver meeting the requirements of the McHenry County Stormwater Ordinance shall be provided. Water Quality provisions for filtering the stormwater run-off from the parking lot shall be provided. The City requires a Booster Pump Station to be located on this property. Approximately 20' x 50' space is required for the station with a generator. The Public Works department is currently looking at the southwest corner of the site for this station. 1r. 1)r)ug1=aS P r v'tirI ;t eed .ay- Rtc Rd, April <1. .'0'E8 HRGreen Consideration should be given to additional ROW dedication on Ringwood Road. Per the City's Comprehensive Plan, secondary arterials are to be 80-100' in width (ROW) with a 5' sidewalk, a 10' bike path and a continuous 4' painted median widened to 12' at intersections. Per the City's Comprehensive Plan, pedestrian and bicycle access should be considered in all commercial development. The City of McHenry Park and Trail Map indicate that a bike path (10' off roadway) should be provided on Ringwood Road. Stormwater management basins may need to be fenced due to proximity to school. A Natural Resource Inventory Report for the property is required per State statute. Street/Parkway trees should be provided per Ordinance. With the true rear yard of the site being near a future lot, clarification may need to be given on the requirements for the rear -yard set -backs and landscape requirements. It appears that landscape screening for the building and parking lot have not been addressed. This should be clarified at engineering submittal. HR Green's reviews are to determine compliance with the municipal Subdivision Ordinance, Zoning Ordinance and State Statute and in a manner consistent with that degree of care and skill ordinarily exercised by Engineers and Surveyors currently practicing under similar circumstances. HR Green's review did not include an examination of submitted documents as to their overall style or presentation, field verification of existing conditions, elevation grades and topography as shown on the plans, and verification of the submittal or the issuance of permits from any other governmental regulatory agency. HR Green disclaims responsibility for any errors or omissions by the design engineer. The developer, their engineer and their surveyor are not relieved of any responsibility for the correctness of the existing field conditions and design of public or private improvements because of our review, or subsequent approval of the plans and specifications by the municipality. If you have any comments or questions, you can reach me at 815-579-8346. Sincerely, HR GREEN, INC. �y� Chad J. Pieper, P.E. City Engineer CJP/cmc/ cc: Mr. Ross Polerecky, City of McHenry Mr. Jon Schmitt, City of McHenry Ms. Christie Caldarella, HR Green, Inc. Ms. Michelle Zuzzio, HR Green, Inc. J:1201711714631Plan_Reviews\Plan_Reviews\Submittal #111tr-2018 0409-Rte120PreIRev1-CJP.docx March 30, 2018 Mr. Shawn Strach Chairman, Planning & Zoning Commission, McHenry, IL Re: Absurdity of a Speedway Station on NW Corner of Rt. 120 & Ringwood Road Your incentive to approve this request appears obvious, an opportunity to increase sales tax revenues from a very busy gasoline station including the sale of food and sundries. However, please give that temptation equal weight with the collateral impact on neighbors in Chesapeake Hills who will be living with the disturbance it generates twenty-four hours a day, seven days a week while watching their property values decline. I am a resident of that small, 24 unit condominium complex just north of the proposed Speedway Station, Chesapeake Hills. My kitchen, dining area and patio face south, directly toward the proposed new development, I'm writing you to express my anger regarding the increased noise, intense ni ttune illumination, and additional traffic congestion a twenty-four hour Speedway Station will create Many of my neighbors including the eighteen homeowners not invited to the Public Hearing on April 11, 2018 would feel the same type of discomfort. I'll make sure they are made aware. Our community is already subjected to the high traffic volumes and noise emanating from the semi- truckshrailers and other loud vehicles that use Ringwood Road as a bypass for Rt. 31 which snakes its way through our congested metropolitan area along Rt. 120. We also hear a great deal, perhaps more, of heavy traffic noise from Rt. 120 to our south. Please don't add insult to our already existing injuries. ParklondJunior High School's (on the east -side of Ringwood Road) student busses, student's parents who drive their children:to school; and teachers would have to deal with the increased congestion and confusion caused by a permitted Speedway Station. In addition, I'm certain the school would be concerned about students 'sneaking ofP and crossing,busy and dangerous Ringwood Road to obtain snacks or lunch at the proposed 4,600 square foot Cafd C-Store. Those who walk or bicycle to the school could even more easily access the Cafd after school is dismissed. Please just stop this proposal dead in its tracks by denying the request to rezone the parcel in question from A 1 to C2. Although this is a dramatic comparison, what the Corporate Design and Development Group are asking for is somewhat akin to placing a free twenty-four hour, and seven day a week amusement park next to a community of older, mostly retired McHenry residents who will sadly watch the downward trend of their property values while living with the noise, brightness, and confusion. One more 'discomfort', the requested "Variance to allow for an automobile service station to be located within 600 feet of any other automobile service station" implies. Does this mean that BP plans to reopen the long vacant, run down station on the NE corner? Why not leave Speedway out of the picture and just reopen what had been there for years? We don't need both of them, and Nye certainly don't want Speedway. Most sincerely yours, 5606 Chesapeake Drive McHenry, IL 60050 815=271-5192 Co -,,My. Neighbors:in Chesapeake, Hills .. . • . Micl#ael;Adams; Principal -of Parkland Junior.High School Mr. Wayne Jett, Mayor of McHenry c.� April 23, 2018 Mr. Wayne Jett, Mayor of McHenry Re: Speedway Gasoline & Diesel Station on the N.W. Corner of Ringwood Road & Rt. 120 On April 11'h I addressed the Planning and Zoning Commission expressing the concerns of myself and five other Chesapeake Hills residents whose homes face south onto the farmland Speedway wants rezoned and annexed to our city. Although I stated valid anxieties on behalf of ourselves and our nearby neighbor, Parkland Middle School, we were unanimously defeated, 7 to 0. The proposal next moves to City Council and could be approved there as early as May 7th. Approval seems to be preordained (WHY?) despite the fact that the location is outside the western boundary of a great piece of work by Doug Martin, "West Illinois Route 120 Corridor Enhancement Initiative." And, Mr. Mayor, enhancement is sorely needed especially on the south side of Rt. 120. I applaud a Starbuck's replacing the Twisted Burger and Mobil Oil demolishing the vacant building east of it and creating a truck stop/gas station even with gaming machines, but it's a long, long way from there to the stoplight at Ringwood/Curran Roads and Rt. 120. Take a ride. Look at the existing blight and possible sites for improvement on the south side of Rt. 120. There are at least two places where vacant or uninhabited properties could be combined and provide room for a Speedway station. The parcels are level not downhill like Chesapeake Hills and the farmland south of us. However, they don't want to build there. It would impose upon an existing station owned by their parent company, gargantuan Marathon Oil. If Speedway gets what it wants, all of the pieces line up in their favor and none seem to favor McHenry (except tax revenues), Chesapeake Hills or Parkland School. Speedway gets a truck stop open 24/7, 365 days a year much to the consternation of its neiehbors. Make them build where it will do McHenry the most good, or find another oil company that will. Make them help eliminate existing urban blight. Have you ever been inside a Speedway Cafe? They contain everything from soup to nuts, fresh, tempting bakery goods, sandwiches and three topping pizzas made while you wait, and the "Beer Cave " (a Marathon staple), a refrigerated room with beer galore. Think about the future opening of yet another gaming establishment. They'd have the two necessary ingredients, food and liquor. Traffic congestion and mayhem with left and right turn entrances on Rt. 120? No room to touch that on one readable page. Speedway where they propose to build it? Please help us stop them!! IF YOU WOULDN'T WANT A SPEEDWAY NEXT TO YOUR HOME, PLEASE DON'T PUT ONE NEXT TO MINE. I anxiously await your personal response, games W. &,C 5606 Chesapeake Drive McHenry, IL 60050 815-271-5192 April 10, 2018 Mr. Doug Martin Director of Economic Development, City of McHenry Doug; Sorry I couldn't get these to you sooner (they've been rewritten four times), but enclosed are my comments for Wednesday night's meeting. Thank you for the courtesies you have already extended to this handicapped person. I am greatly appreciative. I am a bit uncomfortable going somewhere I've never been before to comment on a matter of this importance. If you or someone else who understands the arrangements could call me at 815-271- 5192 and answer the following questions, my discomfort would be relieved. 1. How will the seating be arranged? Do we all (audience and presenters) face the Zoning Commission? Or, will the presenters face the commission and the audience. If not either of those, how? 2. How long do you think Speedway's presentation will take? 3. How many people usually attend such meetings? 4. Will the audience be allowed to interrupt Speedway's presentation with comments or questions? If not, who'll be the sergeant -at -arms or enforcer? 5. Will the Zoning Commission vote on a recommendation with all parties still present? 6. What time do you think I should arrive? I sure would kike to know the outcome and plan to stay if it will be decided that night. Please remember to have my comments reproduced as we had agreed Thank you, James W. WfflX Zoning Commission - 4/11/18 PRESENTATION MR. STRACH - CHATRMAN9 MEMBERS OF THE ZONING COMMISSION, THOSE REPRESENTING SPEEDWAY (A DIVISION OF MARATHON OIL COMPANY), AND ALL OTHER INTERESTED PARTIES; GOOD EVENING MY NAME IS JIM REX, ONE OF THE SIX RESIDENTS IN CHESAPEAKE HILLS WHOSE HOME DIRECTLY ABUTS THE PROPERTY IN QUESTION, AND HONESTLY, I DON'T WANT SPEEDWAY IN MY FRONT YARD. IM SPEAKING TONIGHT ON BEHALF OF MY SIX NEIGHBORS YOU NOTIFIED BY REGISTERED MAIL, AND OF OTHERS IN OUR COMMUNITY WHO WERE PRESENT AT A MEETING WE HELD APRIL 6mg OR I HAVE TALKED WITH BY PHONE. BECAUSE OF THE TIMING OF THIS HEARING AND THE HASTINESS WITH WHICH IT IS OCCURRING, MANY OF OUR RESIDENTS IN CHESAPEAKE HILLS ARE ABSENT TONIGHT, STILL SPENDING THE MIDWEST'S COLDER MONTHS WHERE SNOW DOES NOT FALL. FROM OUR KITCHEN, DINING AREA AND PATIO MY WIFE AND I CAN SEE THE PARCEL ON WHICH THE PROPOSED DEVELOPMENT WOULD BE CONSTRUCTED. WE ARE DEEPLY CONCERNED ABOUT THE ANTICIPATED INCREASES IN NOISE, NIGHTTIME LIGHTING, AND TRAFFIC CONGESTION A NEW 24 HOUR, 365 DAY A YEAR 2 SPEEDWAY STATION WOULD CREATE. WE ALSO HAVE CONCERNS ABOUT POTENTIAL HAZARDS FOR BOTH STUDENTS AND THE ARRIVING OR DEPARTING TRAFFIC AT PARKLAND MIDDLE SCHOOL. SINCE THE SALE IS CONTINGENT UPON A CHANGE IN ZONING, WE URGE YOU NOT TO RECOMMEND THE SUBJECT PROPERTY BE RE- ZONED. INSTEAD, FORCE SPEEDWAY TO LOOK EAST ON ELM STREET FROM THE SITE THEY SEEM TO COVET, TO THE FARMLAND DIAGONALLY ACROSS THE STREET OR, PURCHASE AND REMOVE SOME OF THE URBAN BLIGHT THAT ALREADY PERVADES MCHENRY. IMPROVE MCHENRY BY BUILDING THEIR SPEEDWAY STATION WHERE IT WILL DO THE MOST GOOD FOR OUR CITY. IF YOUR COMMISSION AND MARATHON OIL BOTH BELIEVE SPEEDWAY BELONGS IN MCHENRY, THERE ARE VACANT STORES, SHOPS, EMPTY OR NEARLY VACANT OFFICE BUILDINGS, UNDER UTILIZED RESTAURANTS, A PROBABLE ILLEGALLY OCCUPIED SINGLE FAMILY RESIDENCE (BASED UPON THE SIX OR EIGHT VEHICLES PARKED OUTSIDE OF IT) JUST EAST OF HAPPY JACK'S, AND CLOSER TO HOME THE VACANT, DILAPIDATED, AND UGLY GAS STATION ON THE NE CORNER OF RINGWOOD AND RT.120. WHY IS IT STILL THERE? I BELIEVE ONE OR MORE OF THOSE NON- 3 PROFITABLE OWNERS MIGHT LISTEN HARD TO A REASONABLE PURCHASE OFFER. LOOKING AT ALL THAT UNATTRACTIVENESS, WE NEED TO ASK OURSELVES, "HOW DID WE GET SO FAR OUT OF TOUCH WITH ORDERLINESS, APPEARANCE AND REALITY? BELIEVE ME.....WE ALL UNDERSTAND THE NEED FOR IMPROVEMENT. WE JUST DON'T AGREE THAT A NEW SPEEDWAY STATION THAT WOULD CREATE MORE MAYHEM, CONGESTION, AND POTENTIAL ACCIDENTS WOULD CAUSE POSITIVE CHANGE. THE OPPOSITE COULD BE TRUE, THE RESULT OF HIGH VOLUME ENTRANCES AND EXITS OFF OF RT.120 AND THE PROPOSED SOUTHBOUND TRUCK ENTRANCES AND EXIT NEARBY PARKLAND SCHOOL'S ENTRANCE AND EXITS. BOTH COULD BE INJURY PRONE ACCIDENTS WAITING TO HAPPEN COMMISSIONERS, DON'T ALLOW THAT POSSIBILITY TO OCCUR ON YOUR WATCH. DON'T RECOMMEND THE REQUESTED ZONING CHANGE TO OUR CITY COUNCIL. CHESAPEAKE HILLS IS ALREADY SUBJECTED TO HIGH TRAFFIC VOLUMES AND ROAD NOISE FROM SEMIS, TRUCKS, AND OTHER LOUD VEHICLES, MANY OF THEM USING RINGWOOD AS A BYPASS 4 FOR RT. 31 WHICH MAKES ITS WAY THRU OUR TRAFFIC CONGESTED METROPOLITAN AREA. WE ARE DOUBLY CURSED BY HEAVY TRAFFIC NOISE FROM RT.120 DIRECTLY TO OUR SOUTH. PLEASE DON'T ADD INSULT TO OUR EXISTING INJURIES. STOP THIS FROM HAPPENING NOW....RIGHT HERE IN THIS ROOM TONIGHT. WE STRONGLY RECOMMEND THAT YOU RECOMMEND "NO ZONING CHANGE." GIVE DUE DILIGENCE TO THE COLLATERAL DAMAGE THAT IT WOULD CAUSE THEIR NEXT DOOR NEIGHBORS AT PARKLAND MIDDLE SCHOOL AND CHESAPEAKE HILLS. SCHOOL BUSSES AND SEMIS (TRACTOR TRAILERS), ARE NOT A GOOD MIX. DURING INCLEMENT WEATHER PARENTS LINED UP TO DELIVER STUDENTS WHO USUALLY WALK, ALONG WITH PARENTS WHO } NORMALLY DRIVE THEIR CHILDREN TO SCHOOL PLUS INCREASED CONGESTION FROM THE PROPOSED SPEEDWAY WOULD NOT MIX WELL, AND CHESAPEAKE HILLS DOES NOT WANT A BUSY SPEEDWAY AT ITS FRONT DOOR. I SHOULD ALSO POINT OUT THAT SPEEDWAY IS NOW HIRING FOR A NEW STATION IN VOLO AND HAS TWO OTHER LOCATIONS REASONABLY CLOSE TO MCHENRY; NEAR BARRINGTON AND IN LAKE IN THE HILLS. THE LATTER TWO HAVE NO OVERSIZED k SIGNAGE AS REQUESTED IN THIS PROPOSAL, AND MOST IMPORTANTLY, NEITHER COMES CLOSE TO ABUTTING A RESIDENTIAL AREA OR A SCHOOL. I STRONGLY URGE YOU NOT TO LET THAT HAPPEN HERE EITHER. THERE ARE A FEW OTHER ISSUES THAT BELONG ON THE TABLE TONIGHT. ALTHOUGH NOT MENTIONED IN THE REZONING REQUEST, THE INGREDIENTS ARE INCLUDED FOR YET ANOTHER ELECTRONIC GAMING ESTABLISHMENT; FOOD AND LIQUOR. COULD THAT BE IN SPEEDWAY'S FUTURE PLANS? WHO KNOWS? THEY ALREADY SELL SCRATCH OFF LOTTO TICKETS. REMEMBER, THIS IS A CONJECTURAL THEORY THAT NONE OF US WANT TO SEE TAKE PLACE INSIDE SPEEDWAY'S PROPOSED CAFE. EXCLUDE THESE POTENTIAL ISSUES. DON'T GRANT THE PIVOTAL ZONING CHANGE, PERIOD. THE DEVELOPER'S PROPOSAL CONTAINS ENOUGH TRAFFIC STATISTICS TO CHOKE A HIPPOPOTAMUS, AND CERTAINLY MORE THAN I'M CAPABLE OF UNDERSTANDING. MAYBE THAT'S WHY THERE ARE SO MANY IN THE FIRST PLACE. THAT SECTION OF THEIR SUBMISSION IS ABOUT ONE HALF INCH THICK. THE STATED CONCLUSION, I BELIEVE, IS THAT THERE WILL BE NO TRAFFIC DELAYS EXCEPT FOR ABOUT'/Z HOUR WHEN PARKLAND 6 MIDDLE SCHOOL IS IN A DISMISSAL MODE.... A VERY CRITICAL TIME. ALL OF THEIR FAVORABLE CONCLUSIONS MAKE ME HIGHLY SKEPTICAL OF THE VALUE OF THEIR MYRIADS OF STATISTICS. FRANKLY, IT ALL WORKS OUT JUST TOO PERFECTLY FOR THEM. I ALSO CAN'T UNDERSTAND HOW THEY PLAN TO HAVE VEHICLES INCLUDING TRUCKERS SAFELY ENTER AND EXIT RT.120. I FORESEE MULTI -DIRECTIONAL MAYHEM RETURNING TO THEIR ATTRACTIVE AND TEMPTING CAFE, MY WIFE, BARB AND I VISITED THE ONE AT KELSEY ROAD AND ROUTE 14 SEVERAL DAYS AGO. IT WAS BUSIER AND FAR MORE ENTICING THAN I HAD ANTICIPATED, NO PLACE FOR DIABETICS LIKE ME. BOTH BARB AND I AGREED THAT THERE WERE MORE THAN ENOUGH EDIBLE AND DRINKABLE TEMPTATIONS TO CHANGE THE BEHAVIOR PATTERNS OF PARKLAND'S STUDENTS --BEHAVIOR AFTER, AND EVEN BEFORE SCHOOL. OF COURSE THERE WAS COFFEE WITH A NUMBER OF FLAVOR ENHANCING ADDITIVES, ALSO ENCLOSED SHELVING WITH TRAYS OF DELICIOUS LOOKING, FRESH BAKERY GOODS....LONG JOHNS 7 TO DOUGHNUTS AND SUBWAY SANDWICHES. THERE WERE LONG ROWS OF DRINK DISPENSERS, AND I BELIEVE 4 DIFFERENT CUP SIZES PLUS LIDS, SMOOTHIES AND "SNOW CONES" WITH FLAVORS TO ADD AT THE TOUCH OF A BUTTON. CANDY? LOTS OF IT FROM BITE SIZE TO BARS AND PACKAGED BITE SIZED DELIGHTS. COOLERS FULL OF SOFT DRINKS, POWER DRINKS, AND BEER. FREEZERS LOADED WITH ICE CREAM FROM CONTAINERS TO BARS. AND THE COUP-DE-GRAS? THREE TOPPING PIZZAS COOKED WHILE YOU WAIT. HAVE YOU GOT THE PICTURE? I SURE HOPE SO. AND NOW, MY LAST WONDERMENT, HOW WOULD SPEEDWAY HANDLE THE WATER RUN OFF FROM THE NEWLY PAVED AREAS AND NEW BUILDINGS? WHERE WOULD IT ACCUMULATE? HOW WOULD THEY DISPOSE OF IT? YOU HAVE HEARD A SUMMATION OF THE NEGATIVES THAT I AND MY NEARBY NEIGHBORS SEE FROM JUST NORTH OF THE 7.6 ACRE PROPERTY. I URGE YOU TO STOP WHAT WE'RE SO CONCERNED ABOUT. RECOMMEND NOT TO ALLOW THE PROPOSED RE -ZONING. IT IS DETRIMENTAL TO ALL NEARBY PARTIES AND TO TWO EXISTING, HIGHLY TRAVELED ROADWAYS, RINGWOOD AND RT.120. FRANKLY, WHAT THEY ARE PROPOSING WOULD BE MORE APPROPRIATE NEXT TO SOME HIGHLY TRAFFICKED INTERSTATE. IT CERTAINLY DOES NOT BELONG HERE. THANK YOU FOR YOUR TIME AND COURTEOUS ATTENTION. JAMES W. REX 5606 CHESAPEAKE DRIVE MCHENRY, ILLINOIS 60050 815-271-5192 John J. Wsol 5604 Chesapeake Drive, McHenry, Illinois 60050 Phone: (815) 385-9626 E-mail: johnwsoljr@gmail.com Turning Radius Info for 18-Wheelers (Exhibit A) The item is of interest because when school is in session, there are vehicles waiting to drop-off or pick-up their children at the Parkland school. This long line of vehicles is parked on the east side of Ringwood Rd., in the north bound lane and present a hazardous condition every school day. The question is: how are these huge 18-wheeler trucks going to maneuver in and out of the entry/exit Speedway proposes to put on Ringwood Rd. when this long line of vehicles is so close to the turning radius of the trucks?? Based on the information in this publication, it has been calculated there would be 3 ft. of space between the front end of the truck and the line of vehicles. Too close for comfort and safety, in my opinion, and no doubt in the opinion of the people sitting in those vehicles with the trucks coming at them. Turning Radius Guidelines for Trucks Page l of 9 TRUC ER i REPORT Mrig Exhibit A All Jobs New Driver Owner Operator Turning Radius Info On Eighteen Wheelers N. -V,IS Turning Radius Guidelines for Trucks The truck shown is a standard truck used by CXT Incorporated. The information below will help you determine if your building will make it to your site (special a•-r. arrangements MUST be made for Double Cascadian and Double Cascadian with Chase). Standard height of building on the truck is 13'6". If you t have low power line, bridges, tree limbs, etc. please call the Logistics Coordinator at 800-696-5766 for special arrangements. Standard widths change on each building. Please refer to building dimensions for widths. httt)s://www.thetruckersreDorLcomltumine-radius-info-on-eiorhteen-wheeler-,/ 4119/Ini 2 -ruing Radius Guidelines forTrucks Page 2 of 9 f r Turning Radius If your road has tight corners use these steps to help determine if we can access your site with a standard truck_ Step 1 — Determine angle of the corners and road width requirements. If the angle falls between two of the angles listed, use the larger angle. Step 2 — Measure road width. If your road width is equal to or greater than the width listed on the chart, the truck will be able to reach your site. If your road width is less than the dimension listed on the chart please call the Logistics Coordinator at 800-696-5766 for special arrangements. This information was developed through the CalTrans Design Manual. If there is any doubt please call CXT for assistance. Maximum Angle Minimum Road Width Minimum Road Width Requirments 300 .. 16' 6" , 600 24' 6 900 27' 0 1200 27' 0" 1500 35' 0" 1800 33' 0 hi-tnc•//�ut�ucxrthr�tnirlrc+rcrPr+nrt rnm/t.,,-.,;.,., .-.,,a:,,,, ..,� ,,.., ._.,_t,�,.,__ ___t__t___� John J. Wsol, Jr. 5604 Chesapeake Drive, McHenry, Illinois 60050 Phone: (815) 385-9626 E-mail: johnwsoljr@gmail.com Steel Tank Institute (Exhibit B) This item is of interest as it explains how water can get into an underground storage tank system and ultimately cause an explosion. It also explains how to prevent this from happening and the need for constant and immediate maintenance. In conclusion, the item gives a statement that puts it all in a nutshell: "Being new or upgraded is not enough...Having a new or upgraded UST [Underground Storage Tank] is a good start, but the system must be properly operated and continuously maintained." U.S. Environmental Protection Agency "Operating and Maintaining Underground Storage Tank Systems: Practical Help and Checklists" (EPA 510-8-00-008), 812000 Price: 55.00 Steel Tank oinstitutp Exhibit B Keeping Water Out of Your Storage System g y tem ♦ The Economic Impact on Your Business ♦ How Water Gets Into a Storage System ♦ Preventive Operations & Maintenance Practices 0 HAVE You CHECKED YOUR TANK TbDAI J Steel Tank Institute 570 Oakwood Road Lake Zurich, IL 60047 Ph: (847) 438-8265 Fax: (847) 438-8766 Web: www.steeltank.com Executive Summary In order to safeguard your business, maintain good customer relations, ensure high -quality fuel, and leak -free operation of your storage systems, you must monitor for water in those systems and remove water whenever it is detected. This must be a routine part of your operations and maintenance procedures. The EPA states that a new or upgraded UST system is a good start, but the system must be properly operated and continuously maintained. This includes water monitoring and removal. Water Monitoring and Removal is Critical for All Storage Systems Poor operations and maintenance procedures for water monitoring and removal from storage systems can lead to a number of problems, from degradation of fuel quality and subsequent vehicle performance, to microbial contamination and damage of the entire storage system. This pertains to all storage systems, both underground and aboveground, constructed of any material and storing nearly any product - gasoline, diesel, residential and commercial heating oils, aviation jet fuel and others. The entire storage system is potentially impacted by water and its possible consequences, not just the storage tank While the tank, as the common collection place, is where chemical reactions can brew, it also provides an easy means to monitor for water in the system and a common place to treat the problem. It is imperative that all owners and operators of storage systems immediately implement routine operations and maintenance procedures for water monitoring and removal of water, if detected. Recent Industry Changes Elevate the Importance of Water Monitoring and Removal Although operations and maintenance procedures for water monitoring and removal have been a recommended practice for over thirty years, recent changes within the industry have increased the risk for water entry and accumulation in the storage system, and subsequent microbial growth if water is not removed. ■ The distribution infrastructure. More fuel is moving faster through the distribution/delivery infrastructure, leaving less time for water to settle out before the product moves from step to step in the distribution process. A shift from proprietary to shared delivery infrastructures (bulk terminals, pipelines, transports) has removed much of the control that individual companies had over the process and product. ■ Gasoline chemistry. From the removal of lead and MTBE, to additives such as ethanol and biodiesel, product chemistry has undergone fairly recent change. These new fuels are more susceptible to moisture accumulation, separation and potential biodegradation accelerated by water. For example, lead was a natural poison to the microbes that could grow in a moist environment - in today's lead-free fuels, microbial growth can more readily occur. ■ Installation procedures. Common procedures - including open vents, low fill areas and sloped tank installations - contribute to water accumulation. ■ Microbial activity is better understood and more common. As a result of the above changes within the industry, microbial activity has been found to be a much more common phenomenon than previously realized. Executive Summary 05/06 - Page 1 How Water Enters a Storage System In addition to possible water in the delivered product, water can enter a storage system via damaged fill boxes or fill cap gaskets, loose fittings or plugs, poor practices relating to spill buckets, rainwater accumulated within tank sumps and which enter via any tank orifices that are not water/vapor tight, and condensation caused by fuel temperature swings or air entering via vents. Certain fuels are also more prone to moisture attraction and subsequent separation when subject to temperature swings. Preventing Potential Problems Associated with Water Major industry groups have developed recommended operations and maintenance procedures, but basic practices include: ■ Monitoring and checking for water with automatic tank gauging systems and manual gauge sticks. ■ Inspecting fill and vapor caps for damages and for missing gaskets, replacing if necessary. ■ Inspecting product and spill containment buckets and proper disposal of water if found (not draining back into the tank). ■ Auditing the fuel delivery process and water content ■ Using water -sensitive fuel filters and watching for slowed -down fueling. • Treating storage tanks with antimicrobial pesticide (biocide) on a regular basis. • Employing a qualified professional to examine the inside of the tank, remove any water and sludge, and clean the tank periodically. Locating Water in a Storage Tank and Removing It The first point of contact for guidance is a petroleum equipment or services contractor and/or the fuel supplier. Additional guidance is available from organizations such as the American Petroleum Institute (API), Petroleum Equipment Institute (PEI), ASTM International, and the National Oilheat Research Alliance (NORA). Manual tank gauging and/or automatic tank gauging can detect water, but periodically pulling product samples from the tank is a prudent practice. Samples should be taken from the low end of the tank and if possible, from more than one location in the tank. Hazy or waxy fuel samples indicate water and readily available field detection kits can check for microbes and whether the fuel meets specifications. If water is detected at any time, it must be removed by qualified service contractors. Signs of Microbial Growth Plugged fuel filters are a common result of microbial growth, caused by the slime created by a thriving microorganism colony clogging the small filter openings. Filter life shorter than six months is a warning signal (when flow slows to 3-5 gpm, something is amiss). Other signs are plugged fuel lines, erratic gauge readings, a rotten -egg odor, and frequent replacement of other components such as valves, rubber seals and hoses. Problems may also surface in vehicles fueled by contaminated product, such as plugged fuel filters and unusual exhaust smoke. If water levels in a storage tank were high enough to be pumped directly into a vehicle, immediate and major problems would occur — this is of particular concern when switching to ethanol -based fuels. Field detection kits can verify microbial growth, but it is suggested that qualified professionals with expertise in microbial contamination control be contacted to develop a treatment plan. This may include initial tank cleaning to remove the slime and sludge, followed by a treatment with a biocide. Additional Information Contact your fuel supplier and/or a petroleum equipment or service provider. Standards and informational resources are also available from organizations such as the STI, EPA, API, PEI, ASTM, PMAA, NORA, DOE and your state or local authorities. Executive Summary 05/06 - Page 2 POSSIBLE WATER ENTRY POINTS INTO A STORAGE SYSTEM Water vapor enters through vent Operations and smainotenaencenumber for water monitoring and removal have been over thirtyprocedures n a recommended practice for of things have changed over the past few years that have increased the risk for water entry and accumulation in the storage system - and sub sequent microbial growth if water is not removed. • Today's distribution/delivery infrastructure is different from only a few years ago. Terminal capacity in the United States has been shrinking yet fuel consumption has continued to grow. As a result, more fuel is moving through distribution at a faster rate, leaving less time for water to settle out before the product moves from step -to -step in the distribution process. Also, as the industry has moved from proprietary to shared delivery infrastructures, individual companies have less control over the process and product. • Gasoline chemistry has changed significantly, from the removal of lead and MTBE, to additives such as ethanol. Most of these changes were done to comply with standards set by Fuel and Fuel Additive Regulations (40 CFR 79) that became effective in 1996. These new fuels are more susceptible to moisture accumulation, separation and potential biodegradation accelerated by water. For example, lead was a natural poison to the microbes that can grow in a moist environment - in today's lead-free fuels, microbial growth can more readily occur. With alcohol -enhanced fuels, "phasing" can more easily occur, separating water, gasoline and alcohols into three distinct layers. • Common installation procedures - including open vents, low fill areas and slo water accumulation. pact tank installations -contribute to Most of these are conditions that did not exist in the 1970s, 1980s, or even much of the 1990s; - certainly not to the extent that they exist today. Furthermore, microbial activity is better understood today and has been found to be a much more common phenomenon than previously realized. Owners and operators of storage systems need to be aware of these problems and immediately implement operations and maintenance practices to monitor for and remove any water from storage tanks. "Being new or upgraded is not enough... Having a new or upgraded UST system is a good start, but the system must be properly operated and continuously maintained." U.S. Environmental Protection Agency "Operating and Maintaining Underground Storage Tank Systems Practical Help and Checklists" (EPA 510-8-00-008), 812000 Q&A-Page 2 John J. Wsol, Jr. 5604 Chesapeake Drive, McHenry, Illinois 60050 Phone: (815) 385-9626 E-mail: johnwsoljr@gmail.com Fuel Storage Tank Leaks in North-Eastern Illinois (Exhibit Q This chart was compiled using the data from research supplied by the records of the Illinois Environmental Protection Agency (IEPA). Examining the range of multiple reported leakages in NE IL, we determined incidents range between 3 and 10 in facilities located in the five NE IL counties. This problem appears to be due to lack of maintenance, and one can't help but ask: will it happen here in the City of McHenry? You can be sure there is serious concern on the part of nearby property owners, and there should be great concern by the nearby school and down Rt. 120 to the east where there are more gas stations and if the same set of circumstances were to take place here, there would be far worse results than having an explosion in a clothes dryer, as happened in Westmont. Underground Fuel Storage Tank Leaks* in North Eastern Illinois Exhibit C Reported 3 or More Reported Incidents of Fuel Tank Leaks Total of 3 or NE ILLINOIS Incidents in More Incidents COUNTIES NE Counties B-P SHELL E-MOBIL Incidents for SPEEDWAY o Storage Tank Leaks COOK (City of Chicago 6,332 2 25 2 29 (50%) 58 not included) DUPAGE 2,080 3 10 3 12 (43%) 28 KAN E 898 0 0 0 5 (100%) 5 LAKE 1,614 0 5 2 7 (50%) 14 McHENRY 382 0 0 0 0 0 Total IEPA* 11,306 1 5 (5%) 40 (38%) 7 (70 %) 53 (50%) 105 *Source: Illinois Environmental Protection Agency as of June 20, 2018 • 1 time can be a mistake • 2 times is carelessness • 3 times or more is a habit John J. Wsol, Jr. 5604 Chesapeake Drive, McHenry, Illinois 60050 Phone: (815) 385-9626 E-mail: johnwsoljr@gmail.com Newspaper Articles Chronicling the Explosions Caused by Apparent Neglect (Exhibit D — Exhibit J) Read these articles and you will understand why there are residents of the City of McHenry in opposition to this project. "We do not want this in our back yard!" (Nor do we want it in our front yard or side yard, for that matter.) (Would you like to have it in close proximity to your home?) http://www.dailVheraid.com/news/2017102O/qasoline-leak-into-sewers-causes-willowbrook- explosions-house-fires Exhibit D updated: 10/20/2017 11:02 PM Gasoline leak into sewers causes Willowbrook explosions, house fires A petroleum gas leak is suspected of triggering a Friday morning explosion in the laundry area of a Willowbrook condominium complex that sent one woman to the hospital and causing at least three separate house fires and numerous smaller explosions that may have injured a second person, authorities said. Authorities said the last of the fires was reported around 1 p.m., but more were possible. Tri-State Fire Protection District Chief Dan Niemeyer said investigators believe fuel leaked from a Speedway station at 6241 S. Cass Ave. just north of 63rd Street in Westmont into the Flagg Creek Water Reclamation District sanitary sewer system and local storm sewers. Officials said there have been more than 100 reports of noxious odors in the area and at least 10 flashes and/or explosions and fires -- mostly along 63rd Street between Cass and Route 83. Deputy Chief James Connolly of Westmont said firefighters found gasoline in the sanitary sewer directly across from the gas station about 10:30 a.m. Friday. "That was quickly isolated to prevent additional gasoline from entering the sewer," he said. There is a continued risk of fires and explosions, though, because gasoline remains in the sewer that runs for about 8 miles along 63rd Street to the water reclamation district plant. 1 Crews are working to ventilate the sewers, insert an additive to dilute and mitigate the gasoline that's still in the system, and add foam to reduce vapors, but authorities urged residents to immediately call 911 if they smell gas. "It's a real problem," Niemeyer said. "It's going to take a while to mitigate. We have to monitor individual houses and sewer systems from here to what we believe to be the source and beyond." Connolly said Friday night Speedway and their contractors have removed approximately 60,000 gallons of the water and gasoline mixture. "We believe we have the source of the problem isolated," he said. "We still have fire companies patrolling that entire area, ventilating the system, tracking product and putting emulsifier in the system to reduce any vapors." The explosion left one building in the Knolls of Willowbrook condominium complex on the 6200 block of Knollwood Drive uninhabitable, authorities said. Utilities have been shut off to the other buildings. House fires, meanwhile, were reported earlier in the day on the 6200 block of Bentley Avenue, the 300 block of 63rd Street and the 300 block of Coralynn Court. Niemeyer said crews are checking area sewers and, if they find gasoline, are branching out to individual homes. He said he has no idea when condo residents will be allowed to return home permanently. The initial explosion happened around 9:30 a.m. in a laundry facility in a common area of one of the condo buildings, authorities said, and caused extensive damage. The fire was extinguished quickly but the odor continued to linger. A woman who was in the area was taken to Hinsdale Hospital and Niemeyer said "apparently she's doing OK." She was identified as 80-year-old Margaret Rice, ABC 7 Chicago reported. A second person was reported injured in one of the other fires or explosions, but details were not immediately available. 2 Authorities said the Tri-State Fire Department first investigated a report of an odor around 2:30 p.m. Thursday at 6109 Knoll Valley Drive. Willowbrook police said they received a report of a gasoline smell at 3:41 p.m. Thursday and then firefighters investigated seven more reports in the next seven hours. Willowbrook police Chief Robert Pavelchik said authorities couldn't determine the source of the odor Thursday night. "It was only a smell at the time," he said. "It wasn't deemed unsafe." A resident of the condo complex, Crystal Sheley, waited in the parking lot late Friday afternoon with a pet crate to retrieve her two cats. She said she's neighbors with the woman injured in the explosion. Sheley said she smelled a strong odor before leaving for work about 7 a.m. and complained of a having a headache throughout the day. "It was suffocating," she said of the stench. Residents thought the odor smelled like paint fumes and initially chalked it up to crews painting balconies at the rear of buildings in the complex. "It just seemed kind of coincidental," she said. Residents also heard fire alarms around 3 p.m. Thursday and again at 4:30 or 5 p.m. The American Red Cross was contacted to provide aid to those who have been evacuated. Authorities said they will remain on the scene until EPA investigators tell them the sewer line is free of gasoline and fumes. • Daily Herald staff writer Justin Kmitch and ABC 7 Chicago contributed to this report. https:Hchicago.suntimes.com/news/mitigation-continues-after-westmont-gas-leak-causes-explosions/ 10/24/2017, 01:05pm EPA: Speedway knew of Westmont gas leak days before explosions, fires Exhibit E An American Red Cross worker stands by as people are evacuated from their homes following a possible gas leak and home explosion in west suburban Willowbrook. / American Red Cross of Chicago & Northern Illinois ByJeff Mayes a�midnightdoq I email ByLuke Wilusz (c-Nukewilusz j email https:Hchicago.suntimes.com/news/mitigation-continues-after-westmont-gas-leak-causes-explosions/ Speedway officials knew about a leaking underground gasoline leak at a west suburban station up to four days before the leak caused explosions, fires and evacuations in Willowbrook, according to the Illinois EPA. Even as mitigation efforts continue from the leak that contaminated the Flagg Creek Sanitary District sewer system and caused multiple fires and explosions in the Knolls Condominium Complex, the agency has referred the matter for possible "enforcement action." Illinois EPA Director Alec Messina announced Monday he has asked Attorney General Lisa Madigan's office to take action against Speedway LLC for "releasing gasoline into the sanitary sewer system in DuPage County," a statement from the agency said. The request seeks "immediate injunctive relief." EPA wants an order "requiring the company to immediately control any additional gasoline at the site, investigate the cause of the release, and remediate contamination and continue air monitoring on the sewer line," the statement said. The leak originated from the Speedway station on South Cass Avenue near 63rd Street in Westmont, where gasoline leaked from underground storage tanks into a sanitary sewer line, according to Westmont village spokesman Larry McIntyre. Authorities in the area received more than 10 reports of "noxious odors" between 2 p.m. Thursday and 2 p.m. Friday, as well as reports of at least two explosions, McIntyre said. One of the explosions resulted in two injuries. f 111€_ tirsl' E '11_C_:��<<}r�.li: � ,7t c1 ibww 1' :i.m F-Ifloy at a condominium complex in the 6100 block of Knollwood Road in Willowbrook, according to Willowbrook Police Chief Robert Pavelchik. An 81-year-old woman was transported to a hospital with burns, but is expected to fully recover. The other injured person was treated at the scene, he said. A second fire and two more explosions were reported a few blocks away in the same subdivision. A dog was rescued from the fire, but no injuries were reported. 2 https:Hchicago.suntimes.com/news/mitigation-continues-after-westmont-gas-leak-causes-explosions/ By Saturday, firefighters had responded to more than 100 reports of noxious odors and at least 10 flashes and/or explosions and fires — mostly along 63rd Street between Cass and Route 83. A day earlier, on October 19, the Tri-State Fire Protection District contacted the Illinois Emergency Management Agency to "report an odor of nail polish remover and a high Lower Explosive Limit of unknown origin in lower garden apartments on Knoll Valley Drive," according to the EPA. "At the time, it did not appear to be a petroleum -based odor" and officials could not locate the source. On October 20, the fire protection district notified the EPA that the odor "extended over a half mile in the sanitary sewer," EPA said. After the explosions were reported, EPA representatives responded and traced the source to the Speedway station. Station owners reported they had "become aware of an issue with loss of product on Monday, October 16" and began pumping out their tanks on Thursday, EPA said. "The release resulted in the explosion with one injury, multiple house fires, and fourteen manhole covers blown off due to pressure in the sanitary sewer," EPA said. In referring the incident to the attorney general, EPA claims Speedway violated the Illinois Environmental Protection Act when it caused or allowed the discharge of contaminants, leading to air pollution and "a water pollution hazard." Speedway said in a statement Tuesday: "Speedway's top priority is to ensure the safety of all residents and responders within the impacted area. We are working with local municipalities and regulatory agencies to reach a timely and efficient resolution to this event. "Clean-up efforts and an investigation into the cause of the leak are on -going. Rain has hindered some aspects of both efforts, but work will continue, provided conditions are safe. https:Hchicago.suntimes.com/news/mitigation-continues-after-westmont-gas-leak-causes-explosions/ "Speedway has assembled an emergency response team of more than 100 employees who are trained to resolve issues and return impacted persons, businesses and areas to normal in a timely, efficient manner." After the initial explosion and fire, firefighters went door-to-door to have everyone turn off their gas and electricity. Utility power was later cut off to the entire subdivision, affecting about 70 homes, police said. Most residents had power restored by Saturday, when they were allowed to return to their homes. There have been no reports of "flashes/explosions in buildings" since 2 p.m. Friday, McIntyre said. There were reports of a noise sounding like a "minor explosion" on Saturday evening, but "no physical evidence of damage was found." The contaminated sanitary sewer line was plugged Friday afternoon to prevent further contamination, McIntyre said. The leak at the gas station was also stopped and all of the gas removed from the underground tanks. Speedway sent representatives and contractors to test for gasoline and gas vapors in the sewers, he said. The sewer lines were being flushed with water and emulsifiers were being added to mitigate the effects of the leak. While the tests "revealed some areas to have higher readings than other areas, no dangerous and/or explosive levels have been found since the mitigation process began," McIntyre said. Speedway also sent representatives to homes to take additional readings. Speedway's statement said it "has made temporary living arrangements available for everyone displaced by this event." A1ei =1,�} l �cf.�l:af� _,t_���; fey �� — ?! 't I �i�1� with Speedway by calling (866) 601-5880 or going to speedwayresponse.com. Speedway also set up a claims center at Willowbrook Square at 38 W. 63rd St. Anyone who smells gas in a home or business is warned to call 911 immediately. 4 https://www.pritzkeriaw.com/personal-iniury/2017/iIIinois-epa-speedway-knew-gas-leak-days- explosionl 26 October, 2017 Exhibit F Update: A lawsuit was filed against Speedway involving the Knolls condo explosion. The owners of a Speedway gas station in Westmont, IL were aware of a gasoline leak days before it caused explosions and fires in the neighboring area that injured two people and forced hundreds of others to be evacuated, according to the Illinois Environmental Protection Agency (IEPA). Alec Messina, the agency's director, has asked the state attorney general's office to take action against Speedway LLC for releasing gasoline into DuPage County's sanitary sewer system. Speedway became aware that a gasoline tank was leaking on October 16, but did not start pumping out the gas until October 19 and didn't notify the IEPA until October 20, the day the leak set off fires and explosions in the surrounding area, according to the IEPA. Knolls Condominium Explosion in Willowbrook, IL On Thursday, October 19, authorities received multiple reports of a foul smell including calls from the Knolls condominium complex, located in the 6100 block of Knollwood Road in Willowbrook, a mile away from the Speedway station. Authorities made three trips to the Knolls complex that night but could not find the source of the odor. The next morning, (October 20), 81-year-old Margaret Rice was doing laundry. When she put coins into the gas dryer, the machine exploded, injuring her and another person. The force of the blast threw Rice into the hallway, blew out one wall of the laundry room and separated a staircase from the back wall of the building. Burning debris started a fire in the corner of the laundry room. Rice suffered burn injuries and is hospitalized at Loyola University Medical Center where she is receiving care in the burn unit. First responders treated the other injured person at the scene. 1 High -Risk Group for Burns People over 65 are in a high -risk group for burns and the complications that can arise from their treatment, according to a recent study called Management of burns in the Elderly published in the Annals of Burns and Fire Disasters. As we age, the skin's healing process slows and with a delay in wound -healing comes the increased risk of infection and complications such as pneumonia, pulmonary edema and congestive heart failure, the authors found. "Recovery from a burn injury can be a long road at any age," said Fred Pritzker, an attorney who represents people who have been turned 111 accidents and injured in explosions. Fred and Eric Hageman are the lead explosion lawyers at Pritzker Hageman law firm, which represents clients nationwide with personal injury claims after a gas explosion. Evacuations, House Fires and Manhole Explosions The 32-unit Knolls condominium building was evacuated and restoration crews were called into to shore it up to prevent it from collapsing. It will be some time before residents are able to return. In the meantime, Speedway is arranging temporary housing for displaced residents. Later that day, there were reports of house fires, sewer flashes and 14 manhole covers being blown off. One of the house fires occurred near the intersection of Tennessee Avenue and of 63rd Street. Authorities received more than 100 reports of gas odors. Power and gas were cut to 70 homes in the area whose residents were evacuated. The contaminated sewer line was plugged and gasoline was drained from all tanks at the Speedway. On October 21, residents, except those living in the Knolls complex, were allowed to return to their homes. Prior Problems with Leaking Tank at Westmont Speedway This is not the first time the Westmont Speedway has had trouble with a leaking gasoline tank. According to the IEPA's Leaking Underground Storage F) Tank Database, the station has reported leaks twice before, once in 2009, and then again 2016. The company is not sure how long the tank has been leaking this year, or what caused the leak. Since 2013, IEPA has issued 5,699 citations for leaking underground tanks in the Greater Chicago area, according to an NBC 5 Investigates report. A Speedway spokesperson told NBC 5 that the company is cooperating with state and local authorities on the investigation of the incident. It has also created an "emergency response team" to work with residents and businesses in neighborhoods affected by the leak. 3 https:Hchicago.suntimes.com/news/lawsuit-speedway-where-explosive-gas-leak-started-should-stay- closed/ Speedway Where Gas Leak Caused Explosion Should Stay Closed: Lawsuit Exhibit G A west suburban gas station knew about a gas leak issue several days before explosions and fires rattled a neighborhood and injured two people, according to the Illinois Environmental Protection Agency. Chris Coffey reports. (Published Tuesday, Oct_ 24, 20�17) A lawsuit seeks to keep a west suburban Speedway station closed until it completely cleans air and sewer contamination from a gasoline leak that led to explosions and fires at homes and condos last month in Willowbrook. Attorney General Lisa Madigan and DuPage County State's Attorney Robert Berlin on Friday filed a lawsuit against Speedway LLC, which owned the station at 6241 S. Cass Ave. in Westmont, where the leak occurred, according to the AG's office. The gasoline spread through the sewer system to Willowbrook, where the first explosion happened about 9 a.m. Friday, Oct. 20. in the Knoll 1 https://chicago.suntimes.com/news/lawsuit-speedway-where-explosive-gas-leak-started-should-stay- closed/ Condominiums in the 6100 block of Knollwood Road, according to Willowbrook police. An 81-year-old woman was hospitalized with burns, and another injured person was treated at the scene. A second fire and two more explosions were reported a few blocks away in the same subdivision, where a dog was rescued but no injuries were reported. By Saturday, Oct. 21, firefighters had responded to more than 100 reports of noxious odors and at least 10 flashes and/or explosions and fires — mostly in residential buildings along 63rd Street between Cass and Route 83. In all, 150 condo units were evacuated along with six other homes; and a total of three people were injured, according to the AG's office. Pressure from gasoline vapors also caused 14 manhole covers to be blown off. Madigan and Berlin filed a complaint and motion for an immediate preliminary injunction in DuPage County Circuit Court. It asks the court "to require that Speedway remain closed, perform air monitoring at any affected homes in and around the sanitary sewer system, and investigate and address any contamination from the gasoline release." The station had six underground storage tanks, four of which are 10,000- gallon gasoline tanks located adjacent to the Flagg Creek Sanitary District sewer system. The Illinois EPA had referred the case to the Attorney General's Office for prosecution, claiming Speedway officials knew of the leak up to four days before the first explosion, but they did not report it. Authorities in the area received more than 10 reports of "noxious odors" starting about 2 p.m. Oct. 19. The first explosion happened about 9 a.m. Oct. 20 https:Hchicago.suntimes.com/news/lawsuit-speedway-where-explosive-gas-leak-started-should-stay- closed/ The explosions "caused significant damage and disruption to people in the community," Madigan said in a statement. "Today's complaint and injunction requires Speedway to remain closed until it can assure the state that it has cleaned up, determined and remedied the causes, and can ensure the safety of its operations." Gasoline can "migrate through soil and sewer systems into basements, crawl space cracks and pipes to create inhalation and explosion hazards," the AG said. "Officials believe the Knoll Condominiums explosion was the result of gasoline vapors being ignited by a laundry dryer. Residents of 12 units are still under evacuation orders that could last for months." Speedway has since emptied the leaking tank and removed all the underground tanks. The complaint also wants Speedway to "ccontrol any gasoline released at the site and to continue working to evaluate and remediate any soil or groundwater contamination." The lawsuit also asks for civil penalties. littp://www.cliicaf4otribune.com suburbs/burr-ridge/news/ct-dbr-wiIlowbrook-gas-leak-lawsuit-tl-1109- 20171103-stor�LhtmI Illinois Attorney General files lawsuit against Speedway over Willowbrook explosion November 6, 2017 NM-:W The Illinois Attorney General's Office and the DuPage County State's Attorney have filed a lawsuit against Speedway LLC over the gasoline leak at a Speedway gas station that led to an explosion at a Willowbrook condominium complex. The lawsuit asks that the Speedway station at 6241 S. Cass Ave., Westmont, remain closed, that the company perform air monitoring at any affected homes around the sanitary sewer system and investigate and address any contamination from the gasoline release. The Illinois Environmental Protection Agency referred the case to the Attorney General's Office for prosecution after an Oct. 20 explosion at the Knolls Condominiums just over a mile from the station resulted in injury to a resident. All 150 units in the Knolls had to be evacuated. A total of io explosions or "flashes" occurred in nearby residential buildings and along the sewer line that injured at least three people, the state's attorney's office reported. About six homes in addition to the Knolls were evacuated, the attorney general's office stated. Pressure from gasoline vapors in the sanitary sewer system also caused 14 manhole covers along the sewer line to be blown off, state officials said. "The explosions due to gasoline leaks at the Speedway station caused significant damage and disruption to people in the community," Attorney General Lisa Madigan said. Gasoline is highly flammable and can migrate through soil and sewer systems into basements, crawl space cracks and pipes to create inhalation and explosion hazards, officials said. They believe the Knoll Condominiums explosion was the result of gasoline vapors being ignited by a laundry dryer. Residents of 12 units in that building are still under evacuation orders that could last for months. According to the lawsuit, officials believe Speedway became aware of a problem in one of its underground storage tanks sometime between Oct. 5 and 15. The tank was compromised and being infiltrated by water that was displacing stored gasoline, potentially causing it to be released from the tank, the complaint states. The gasoline entered the sanitary sewers under the gas station at one or more of four spots where the sanitary sewer line had been cracked and /or compromised, according to the lawsuit. Following the explosions, Speedway emptied the leaking storage tank and removed the affected tank and remaining underground storage tanks, the attorney general's office said. In the complaint, Madigan and DuPage County State's Attorney Robert Berlin ask the court to require Speedway to take steps to control any gasoline released at the site and to continue to evaluate and remediate any soil or groundwater contamination. The lawsuit also asks for civil penalties. The Speedway station includes six underground storage tanks, four of which are io,000-gallon gasoline tanks that are located adjacent to the Flagg Creek sanitary sewer system. NEWS RELEASE Illinois Environmental Protection Agency 1021 North Grand Avenue East, P.O. Box 19276 Springfield, Illinois 62794-9276 Phone: 217/782-3397 Exhibit i FOR IMMEDIATE RELEASE October 23, 2017 Contact: Kim Biggs Kim.Biggs@Illinois.gov 217-558-1536 Illinois EPA Refers Speedway LLC to Attorney General for Enforcement Agency Cites Release from Underground Storage Tanks impacting Sanitary Sewer SPRINGFIELD — Illinois Environmental Protection Agency Director Alec Messina has referred an enforcement action to the Illinois Attorney General's office against Speedway LLC for releasing gasoline into the sanitary sewer system in DuPage County. The Agency is seeking an order requiring the company to immediately control any additional gasoline at the site, investigate the cause of the release and remediate contamination and continue air monitoring on the sewer line. Speedway LLC is the owner/operator of a Speedway gas station #7445 located at 6241 South Cass Avenue in Westmont. On October 19, 2017, the Tri-State Fire Department contacted the Illinois Emergency Management Agency to report an odor of nail polish remover and high Lower Explosive Limit (LEL) of unknown origin in lower garden apartments on Knoll Valley Drive, Willowbrook. At the time, it did not appear to be a petroleum -based odor. Officials were unable to locate the source of the odor. On October 20, 2017, Illinois EPA received a call from the Tri-State Fire Department reporting similar information. At that time, it was reported the odor extended over a half mile in the sanitary sewer. Later that morning, Illinois EPA received a report of an explosion on Knoll Wood Road in Willowbrook, believed to be related to the initial report. Illinois EPA representatives responded to the incident, where the local public works department had traced the source to the Speedway in Westmont. The Speedway gas station reported they had become aware of an issue with loss of product on Monday, October 16, 2017 and began pumping their product tanks on Thursday, October 19. The release resulted in the explosion with one injury, multiple house fires, and fourteen manhole covers blown off due to pressure in the sanitary sewer. The gas station has since been isolated from the sanitary sewer and was shut down. In the referral, the Agency cited violations of the Illinois Environmental Protection Act, in which the facility caused, threatened or allowed the discharge of contaminants so as to cause or tend to cause air pollution and water pollution and deposited contaminants upon the land creating a water pollution hazard. Illinois EPA asks the Attorney General to obtain immediate injunctive relief. Agency representatives will continue to monitor the situation. http://illinoisattorneygeneral.gov/pressroom/2017 11/20171103.html Exhibit 1 November 3, 2017 ATTORNEY GENERAL MADIGAN, DUPAGE COUNTY STATE'S ATTORNEY FILE LAWSUIT AGAINST SUBURBAN GAS STATION OVER LEAK, EXPLOSIONS Madigan Asks Court to Ensure Gas Station Remains Closed, Cleanup Work Continues Chicago — Attorney General Lisa Madigan and DuPage County State's Attorney Robert B. Berlin today filed a lawsuit against Speedway LLC over a gasoline leak at one of the company's DuPage County gas stations that resulted in an explosion at a condominium complex and several additional explosions in the nearby community. Madigan and Berlin filed the complaint and motion for immediate and preliminary injunction in DuPage County Circuit Court against Speedway, which operates a Speedway Gas Station located at 6241 S. Cass Ave. in Westmont, III. Madigan and Berlin are asking the court to require that Speedway remain closed, perform air monitoring at any affected homes in and around the sanitary sewer system and investigate and address any contamination from the gasoline release. The Speedway station includes six underground storage tanks, four of which are 10,000-gallon gasoline tanks that are located adjacent to a county sanitary sewer system. According to Madigan's and Berlin's complaint, Speedway officials identified signs of a potential leak in October. The Illinois Environmental Protection Agency referred the case to the Attorney General's Office for prosecution after an Oct. 20 explosion at the Knoll Condominiums just over a mile away from the station resulted in injury to a resident. All 150 units had to be evacuated. A total of 10 explosions occurred in nearby residential buildings and along the sewer line that injured at least three people. In addition to the evacuation at the Knoll Condominiums, approximately six other homes were evacuated. Additionally, pressure from gasoline vapors in the sanitary sewer system caused 14 manhole covers along the sewer line to be blown off. "The explosions due to gasoline leaks at the Speedway station caused significant damage and disruption to people in the community," Madigan said. "Today's complaint and injunction requires Speedway to remain closed until it can assure the state that it has cleaned up, determined and remedied the causes, and can ensure the safety of its operations." Gasoline is highly flammable and can migrate through soil and sewer systems into basements, crawl space cracks and pipes to create inhalation and explosion hazards. Officials believe the Knoll Condominiums explosion was the result of gasoline vapors being ignited by a laundry dryer. Residents of 12 units are still under evacuation orders that could last for months. Following the explosions, Speedway emptied the leaking storage tank and removed the affected tank and remaining underground storage tanks. In the complaint, Madigan and Berlin ask the court to require Speedway to take steps to control any gasoline released at the site and to continue working to evaluate and remediate any soil or groundwater contamination. The lawsuit also asks for civil penalties. Assistant Attorneys General Gerald Karr, Angad Nagra and Ellen O'Laughlin are handling the case for Madigan's Environmental Bureau. Assistant State's Attorney Lisa Smith is handling the case for the DuPage County State's Attorney. John J. Wsol, Jr. 5604 Chesapeake Drive, McHenry, Illinois 60050 Phone: (815) 385-9626 E-mail: johnwsoljr@gmail.com People of the State of Illinois vs Speedway (Exhibit K) This document from the Attorney General's office is self-explanatory. I challenge you to read it — it is very interesting and is not full of a lot of "legalese" to make it a difficult read. It verifies the newspaper articles. IN THE CIRCUIT COURT FOR THE EIGHTEENTH JUDICIAL CIRCUIT Exhibit K DUPAGE COUNTY, ILLINOIS CHANCERY DIVISION PEOPLE OF THE STATE OF ILLINOIS, ex rel. ) LISA MADIGAN, Attorney General of the State of ) Illinois, and ex rel. ROBERT B. BERLIN, State's ) Attorney for DuPage County, Illinois, ) ) Plaintiff, ) ) V. ) SPEEDWAY, LLC, a Delaware limited liability ) company, ) Defendants. ) 2017CH001505 No. 17-CH- Chris Kichiroubas e-51ed in the 18 JudiciRl Circuit Court ssrtsrt.... Dull gc County ss.rtrts.srt TRANS# : 4151001 2017CH001505 FILEDATE : 11/03/2017 Date Submitted: 1110312017 03: 00 PM Date Accepted: 1110312017 03:20 PM LAURA GEIB STATUS 3/5/18 2005 9AM ......................... VERIFIED COMPLAINT FOR INJUNCTION AND OTHER RELIEF Plaintiff, People of the State of Illinois, ex rel. LISA MADIGAN, Attorney General of the State of Illinois, and ex rel. ROBERT B. BERLIN, State's Attorney for DuPage County, Illinois, on their own motion and at the request of the Illinois Environmental Protection Agency ("Illinois EPA" or "Agency"), complain of Defendant SPEEDWAY, LLC, as follows: COUNT SUBSTANTIAL DANGER TO THE ENVIRONMENT, PUBLIC HEALTH AND WELFARE OF PERSONS 1. Count I is brought on behalf of the PEOPLE OF THE STATE OF ILLINOIS, ex rel. LISA MADIGAN, Attorney General of the State of Illinois, on her own motion and at the request of the Illinois EPA, and ex rel. ROBERT B. BERLIN, State's Attorney for DuPage County, Illinois, pursuant to the terms and provisions of Section 43(a) of the Illinois Environmental Protection Act ("Act"), 415 ILCS 5/43(a) (2016), and is an action to restrain a substantial danger to public health, safety and welfare and to the environment. Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21:28 4 4151001/17043852383 2. The Illinois EPA is an administrative agency established in the executive branch of State government by Section 4 of the Act, 415 ILCS 5/4 (2016), and is charged, inter alia, with the duty of enforcing the Act. 3. At all times relevant to this Complaint, Defendant, SPEEDWAY, LLC ("Speedway"), was and is a Delaware limited liability company registered with the Illinois Secretary of State as a foreign limited liability company with active status in Illinois. 4. Speedway is the operator of Speedway Gas Station No. 7445 located at 6241 South Cass Ave., Westmont, DuPage County, Illinois ("Site") 5. Located at the Site for purposes of storing and dispensing gasoline, kerosene and diesel are six single -walled fiberglass underground storage tanks ("USTs") and associated ancillary equipment ("UST System"). The UST System includes four 10,000-gallon USTs for gasoline storage and dispensing, one 4,000-gallon UST for diesel storage and dispensing, and one i 4,000-gallon UST for kerosene storage and dispensing. 6. Speedway is the owner of the Site, the USTs and the UST System. 7. The Site lies approximately 1.4 miles west of a two-story apartment/condominium building located at 6167 Knoll Wood Road, Willowbrook, DuPage County, Illinois ("Knoll Wood Road Apartment Building"). 8. The Site is connected to a common sanitary sewer system ("Sanitary Sewer System") via a sanitary sewer line that comes out of the north end of the Site. From there, the sanitary sewer line travels underground and turns right and continues east past a retention pond on the Site, at which point it turns right again and heads south past Beninford Lane to East 63rd Street, from where it turns east and continues in the direction of the Knoll Wood Road Apartment Building 2 Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21.28 # 4151001/17043852383 and the Flagg Creek Wastewater Treatment Plant. A storm sewer system managed by DuPage County ("Storm Sewer System") lies underneath the western portion of the Site and underneath and along Cass Avenue. 9. Gasoline is a blend of straight chain and aromatic hydrocarbons. Gasoline may contain benzene, a known human carcinogen. Gasoline is harmful to humans if ingested or absorbed through the skin. Inhalation of gasoline vapors may cause damage to lungs. Gasoline is toxic to aquatic organisms if dumped or spilled into waters, and may cause long-term adverse effects to aquatic environments. Gasoline is highly flammable in liquid form, and gasoline vapors can ignite and cause flash fires or explosions. 10. Gasoline and gasoline vapors from spills can migrate through soil and sewer systems into basements or crawl space cracks, utility and pipe entrance points, and other subsurface openings in residences and businesses. Once inside buildings, gasoline vapors can create inhalation and explosion hazards. 11. Beginning on a date best known to Speedway, and continuing to at least October 20, 2017, gasoline leaked out of the northernmost of the Site's four 10,000-gallon USTs ("Affected UST") and migrated through soil towards a portion of the Sanitary Sewer System lying underneath the Site, at which point the gasoline entered the Sanitary Sewer System through one or more of four entry points underneath the Site where the sanitary sewer line had been cracked and/or compromised. One of the aforementioned entry points lies underneath the northern portion of the Site, and the other three lie along the eastern boundary of the Site. Upon entering the Sanitary Sewer System, the gasoline and associated vapors were transported in the direction of the Knoll Wood Road Apartment Building through the sewer line. Subsequently, on October 20, 2017 or 3 Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21.28 # 4151001/17043852383 such other dates best known to Speedway, gasoline from the Affected UST also migrated through soil into the Storm Sewer System. 12. On information and belief, Speedway became aware —at some point between October 5, 2017 and October 15, 2017—that the Affected UST was itself compromised and was being infiltrated by water that was displacing stored gasoline, potentially causing it to be released from the tank. 13. At approximately 5:00 p.m. on October 19, 2017, Richard Littig, the Batallion Chief of the Tri-State Fire Department, contacted the Illinois Emergency Management Agency ("IEMA") to report an odor resembling that of nail polish remover in addition to a high Lower Explosive Limit ("LEL") of unknown origin in basement -level apartment units located at 6106 Knoll Valley Drive, Willowbrook, DuPage County, Illinois ("Knoll Valley Drive Apartment Building"), approximately 1.5 miles east of the Site. 14. In the early morning hours of October 20, 2017, Chief Littig contacted the Illinois EPA and reported that the odor in the Sanitary Sewer System extended more than half a mile from the Knoll Valley Drive Apartment Building. 15. Also on the morning of October 20, 2017, at approximately 9:30 a.m., an explosion occurred at the Knoll Wood Road Apartment Building. By that time, the Village of Willowbrook's Public Works Division had traced the source of the odors to a gasoline release from the Site, and the local sanitary district had alerted the Tri-State Fire Department to the presence of vapors in the Sanitary Sewer System. 16. The explosion at the Knoll Wood Road Apartment Building on October 20, 2017 was caused by the migration of gasoline vapors associated with the release from the Site through 4 Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21:28 4 4151001/17043852383 the Sanitary Sewer System to the Knoll Wood Road Apartment Building, where they were ignited, on information and belief, by a laundry dryer. The resulting explosion injured a resident of the Knoll Wood Road Apartment Building, who was forced to seek emergency medical treatment, and caused structural damage to the building basement. Due to the structural damage, and as a precautionary measure, all 150 units within the Knoll Wood Road Apartment Building were evacuated in the aftermath of the explosion. Among those 150 evacuated units, 32 units remained evacuated for almost a week, and 12 units continue to remain evacuated as of the filing date of this Complaint and could continue to remain evacuated for approximately three additional months. 17. In total, the gasoline release resulted in at least ten explosions in the vicinity of the Site and Sanitary Sewer System (at least three of which occurred in residential buildings) and at least three human injuries. At least 12 households were evacuated on a long-term basis as a result of permanent damage to their homes. 18. The gasoline release also caused LEL levels in the Sanitary Sewer System to reach 100% and increased pressure in the Sanitary Sewer System to such a degree that fourteen manhole covers were blown off. Emulsifier was consequently deployed in the Sanitary Sewer System in order to reduce vapors, and sanitary sewer caps were replaced with grates to eliminate vapor buildup. 19. On or about 4 p.m. on October 20, 2017, a representative from the Office of the State Fire Marshal ("OSFM") was at the Site in response to the gasoline release and ordered Speedway to remove any remaining gasoline from the Affected UST. The OSFM representative also recommended that any remaining gasoline be removed from the other USTs in the UST System. E Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15.21:28 4 4151001/17043852383 20. In response to OSFM's directive to remove gasoline from the Affected UST, Speedway immediately began pumping down and emptying the Affected UST. Later that same evening, Speedway began pumping out the other USTs. When a ten -foot -deep observation well at the Site— which is designed to allow Site operators to determine if there has been a gasoline release —was pumped dry, gasoline was observed flowing into the well, indicating the continued presence of leaked gasoline underneath the Site. 21. On October 24, 2017, all USTs at the Site were formally placed out of service. 22. On October 25, 2017, OSFM issued a permit authorizing the removal of the UST System. 23. As of the filing date of this Complaint, threats remain of (1) continued migration of gasoline through soil and into groundwater at and adjacent to the Site; and (2) continued migration of gasoline vapors through the soil at and adjacent to the Site. 24. Section 43(a) of the Act, 415 ILCS 5/43(a) (2016), provides, as follows: (a) In circumstances of substantial danger to the environment or to the public health of persons or to the welfare of persons where such danger is to the livelihood of such persons, the State's Attorney or Attorney General, upon request of the Agency or on his own motion, may institute a civil action for an immediate injunction to halt any discharge or other activity causing or contributing to the danger or to require such other action as may be necessary. The court may issue an ex pane order and shall schedule a hearing on the matter not later than 3 working days from the date of injunction. 25. From at least October 19, 2017, and continuing up through the date of the filing of this Complaint, the uncontrolled release of gasoline from the UST System owned and operated by Speedway contaminated soil, has contaminated the groundwater at and adjacent to the Site, and has entered into the Sanitary Sewer System and the Storm Sewer System. The release has also 0 Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21:28 # 4151001/17043852383 emitted vapors that directly harmed the health and well-being of the residents of the Knoll Wood Road Apartment Building and has posed, and continues to pose, a potential inhalation hazard to all persons in the vicinity of the Site, including (but not limited to) in and around the Knoll Wood Road Apartment Building and along the Sanitary Sewer System line, as well as the continuing risk of potential explosion or fire. 26. Speedway, by causing and allowing liquid gasoline to leak from the UST System at the Site and to migrate offsite and into residential buildings, has created circumstances of substantial danger to the environment, and to the public health and welfare, in direct contravention of the requirements of the Act. 27. The substantial danger alleged herein shall continue until such time that Speedway secures the Site to prevent unauthorized entry, controls any gasoline or petroleum products that leaked from the Site, ceases distribution of petroleum products until it can demonstrate to Illinois EPA that its UST System can be operated without a threat of the release of gasoline to the environment, remove any gasoline from soils and groundwater at the Site, and investigate and remediate any contamination of soil, groundwater, the Sanitary Sewer System, the Storm Sewer System, the Knoll Wood Road Apartment Building and any other impacted area. 28. Section 42(a) of the Act, 415 ILCS 5/42(a) (2016), provides as follows: (a) Except as provided in this Section, any person that violates any provision of this Act or any regulation adopted by the Board, or any permit or term or condition thereof, or that violates any order of the Board pursuant to this Act, shall be liable for a civil penalty of not to exceed $50,000 for the violation and an additional civil penalty of not to exceed $10,000 for each day during which the violation continues; such penalties may, upon order of the Board or a court of competent jurisdiction, be made payable to the Environmental Protection Trust Fund, to be used in 7 Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21:28 9 4151001/17043852383 accordance with the provisions of the Environmental Protection Trust Fund Act. 29. Section 3.315 of the Act, 415 ILCS 5/3.315 (2016), provides the following definition: "Person" is any individual, partnership, co -partnership, firm, company, limited liability company, corporation, association, joint stock company, trust, estate, political subdivision, state agency, or any other legal entity, or their legal representative, agent or assigns. 30. Speedway is a "person' as that term is defined in Section 3.315 of the Act, 415 ILCS 5/3.315 (2016). 31. Pursuant to Section 42(a) of the Act, 415 ILCS 5/42(a) (2016), civil penalties can be assessed for violations of any provision of the Act. 32. Violations of the pertinent environmental statutes and regulations will continue until and unless this Court grants equitable relief in the form of an immediate and, after trial, permanent injunction. WHEREFORE, Plaintiff, PEOPLE OF THE STATE OF ILLINOIS, prays that this Court enter an immediate and, after trial, permanent injunction and an order in favor of Plaintiff and against the Defendant, SPEEDWAY, LLC, on Count I: 1. Finding that Speedway has caused and allowed a substantial danger to the environment and public health and welfare; 2. Ordering Speedway to cease operation of the UST System at the Site until continued operation is authorized, in writing, by the Office of the Illinois State Fire Marshal; 3. Ordering Speedway to control any leaked gasoline product at the Site; to monitor vapor levels, fumes and LEL levels at the Site, in the Sanitary Sewer System and Storm Sewer 8 Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21:28 # 4151001/17043852383 System; to assess and determine the extent of soil, groundwater and vapor contamination on and off of the Site; to submit to Plaintiff a plan for remediating soil, groundwater and vapor contamination both on and off the Site; and after acceptance by the Illinois EPA, to implement the plan in accordance with the requirements of the Court's Order, the Act, and pertinent regulations; 4. Ordering Speedway to assess and determine the extent of contamination of the Sanitary Sewer System and Storm Sewer System, the Flagg Creek Wastewater Treatment Plant, and the receiving waters from the Flagg Creek Wastewater Treatment Plant and Storm Sewer System, and to submit to the Plaintiff a plan for remediating any contamination of the Sanitary Sewer System and Storm Sewer System, the Flagg Creek Wastewater Treatment Plant, and the receiving Waters from the Flagg Creek Wastewater Treatment Plant and Storm Sewer System, and after acceptance by the Illinois EPA, to implement the plan in accordance with the requirements of the Court's Order, the Act and pertinent regulations; 5. Enjoining Speedway from creating any further substantial endangerment under Section 43(a) of the Act, 415 ILCS 5/43(a) (2016); 6. Assessing against Speedway, pursuant to 415 ILCS 5/42(a) (2016), a civil penalty of Fifty Thousand Dollars ($50,000.00) for each violation of the Act, and an additional penalty of Ten Thousand Dollars ($10,000.00) for each day of violation; 7. Ordering Speedway to pay all costs, including Illinois EPA and DuPage County response and oversight costs, attorney, expert witness and consultant fees, expended by Plaintiff in this action; and 8. Granting such other relief as this court deems appropriate and just. 0 Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21:28 # 4151001/17043852383 COUNT II AIR POLLUTION 1-25. Plaintiff realleges and incorporates by reference herein paragraphs I through 23 and 29 through 30 of Count I as paragraphs 1 through 25 of this Count II. 26. Section 9(a) of the Act, 415 ILCS 5/9(a) (2016), provides as follows: No person shall: (a) Cause or threaten or allow the discharge or emission of any contaminant into the environment in any State so as to cause or tend to cause air pollution in Illinois, either alone or in combination with contaminants from other sources, or so as to violate regulations or standards adopted by the Board under this Act. 27. Section 201.141 of the Illinois Pollution Control Board's ("Board") Air Pollution Regulations, 35 Ill. Adm. Code 201.141, provides as follows: No person shall cause or threaten or allow the discharge or emission of any contaminant into the environment in any • State so as, either alone or in combination with contaminants from other sources, to cause or tend to cause air pollution in Illinois, or so as to violate the provisions of this Chapter, or so as to prevent the attainment or maintenance of any applicable ambient air quality standard. 28. Section 3.115 of the Act, 415 ILCS 5/3.115 (2016), provides as follows: "Air pollution" is the presence in the atmosphere of one or more contaminants in sufficient quantities and of such characteristics and duration as to be injurious to human, plant, or animal life, to health, or to property, or to unreasonably interfere with the enjoyment of life or property. 29. Section 3.165 of the Act, 415 ILCS 5/3.165 (2016), provides, as follows: "Contaminant" is any solid, liquid, or gaseous matter, any odor, or any form of energy, from whatever source. 10 Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21:28 # 4151001/17043852383 30. The gasoline vapors accompanying the gasoline that leaked or spilled from the UST System at the Site are a "contaminant" as that term is defined by Section 3.165 of the Act, 415 ILCS 5/3.165 (2016). 31. From at least October 19, 2017, and continuing up through the date of the filing of this Complaint, the uncontrolled release of gasoline from the UST System owned and operated by Speedway caused the release of gasoline vapors that migrated through soil and the Sanitary Sewer System into various subsurface openings in residences and businesses in the vicinity of the Site — where they created numerous inhalation and explosion hazards and caused at least ten explosions and multiple related human injuries and property damage —and into the air and environment. 32. The discharge or emission of gasoline vapors from the Site —which created multiple inhalation and explosion hazards and caused several human injuries and property damage —constitutes "air pollution," as that term is defined in Section 3.115 of the Act, 415 ILCS 5/3.115 (2016). 33. By causing, threatening or allowing the discharge or emission of gasoline vapors into the environment so as to cause or tend to cause air pollution, Speedway violated Section 9(a) of the Act, 415 ILCS 5/9(a) (2016), and Section 201.141 of the Board's Air Pollution Regulations, 35 Ill. Adm. Code 201.141. 34. Violations of the pertinent environmental statutes and regulations will continue until and unless this Court grants equitable relief in the form of an immediate and, after trial, permanent injunction. WHEREFORE, Plaintiff, PEOPLE OF THE STATE OF ILLINOIS, prays that this Court enter an immediate and, after trial, permanent injunction and an order in favor of Plaintiff and Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21:28 # 4151001/17043852383 against the Defendant SPEEDWAY, LLC, on this Count II: (2016); 1. Finding that Speedway has violated Section 9(a) of the Act, 415 ILCS 5/9(a) 2. Enjoining Speedway from any further violations of Section 9(a) of the Act, 415 ILCS 5/9(a) (2016); 3. Ordering Speedway to assess and determine the extent of air contamination on and off of the Site, to submit to Plaintiff a plan for remediating contamination, including addressing any threats of explosions, and after acceptance by the Illinois EPA, to implement the plan in accordance with the requirements of the Court's Order, the Act and pertinent regulations; 4. Assessing against Speedway, pursuant to Section 42(a) of the Act, 415 ILCS 5/42(a) (2016), a civil penalty of Fifty Thousand Dollars ($50,000.00) for each and every violation of the Act, and an additional penalty of Ten Thousand Dollars ($10,000.00) for each day of violation; 5. Ordering Speedway to pay all costs, including Illinois EPA and DuPage County response and oversight costs, attorney, expert witness and consultant fees expended by Plaintiff in its pursuit of the action; and 6. Granting such other relief as this court deems appropriate and just. COUNT III WATER POLLUTION 1-26. Plaintiff realleges and incorporates by reference herein paragraphs 1 through 23 and 29 through 30 of Count I and paragraph 29 of Count 11 as paragraphs 1 through 26 of this Count III. 12 Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21:28 # 4151001/17043852383 27. Section 12(a) of the Act, 415 ILCS 5/12(a) (2016), provides, in pertinent part, as follows: No person shall: (a) Cause or threaten or allow the discharge of any contaminants into the environment in any State so as to cause or tend to cause water pollution in Illinois, either alone or in combination with matter from other sources, or so as to violate regulations or standards adopted by the Pollution Control Board under this Act. 28. Section 3.550 of the Act, 415 ILCS 5/3.550 (2016), provides the following definition: "Waters" means all accumulations of water, surface and underground, natural, and artificial, public and private, or parts thereof, which are wholly or partially within, flow through, or border upon the State. 29. The groundwater, the Sanitary Sewer System and Storm Sewer System constitute "waters" of the State of Illinois as that term is defined by Section 3.550 of the Act, 415 ILCS 5/3.550 (2016). 30. The gasoline that leaked or spilled from the UST System at the Site is a "contaminant" as that term is defined by Section 3.165 of the Act, 415 ILCS 5/3.165 (2016). 31. Section 3.545 of the Act, 415 ILCS 5/3.545 (2016), provides the following definition: "Water pollution" is such alteration of the physical, thermal, chemical, biological or radioactive properties of any waters of the State, or such discharge of any contaminant into any waters of the State, as will or is likely to create a nuisance or render such waters harmful or detrimental or injurious to public health, safety or welfare, or domestic, commercial, industrial, agricultural, recreational, or other legitimate uses, or to livestock, wild animals, birds, fish, or other aquatic life. 13 Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21:28 # 4151001/17043852383 32. The discharge of gasoline, a contaminant, such that it entered or threatened to enter groundwater at the Site, entered or threatened to enter the Sanitary Sewer System and Storm Sewer System at and around the Site, created or is likely to create a nuisance or is likely to render these waters harmful or detrimental or injurious to public health and safety, thereby constituted "water pollution" as defined by Section 3.545 of the Act, 415 ILCS 5/3.545 (2016). 33. By causing, threatening or allowing the discharge of gasoline, a contaminant likely to be harmful and injurious to public health and safety into groundwater at the Site, Speedway thereby caused, threated or allowed water pollution in violation of Section 12(a) of the Act, 415 ILCS 5/12(a) (2016). 34. Violations of the pertinent environmental statutes and regulations will continue until and unless this Court grants equitable relief in the form of an immediate and, after trial, permanent injunction. WHEREFORE, Plaintiff, PEOPLE OF THE STATE OF ILLINOIS, prays that this Court enter an immediate and, after trial, permanent injunction and an order in favor of Plaintiff and against the Defendants, SPEEDWAY, LLC, on Count II: (2016); 1. Finding that Speedway has violated Section 12(a) of the Act, 415 ILCS 5/12(a) 2. Enjoining Speedway from any further violations of Section 12(a) of the Act, 415 ILCS 5/12(a) (2016); 3. Ordering Speedway to cease operation of the UST System at the Site until continued operation is authorized in writing by the Office of the Illinois State Fire Marshal; 4. Ordering Speedway to assess and determine the extent of soil, groundwater, and 14 Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21:28 # 4151001/17043852383 water contamination on and off of the Site, to submit to Plaintiff a plan for remediating contamination, and after acceptance by the Illinois EPA, to implement the plan in accordance with the requirements of the Court's Order, the Act, and pertinent regulations; 5. Assessing against Speedway, pursuant to Section 42(a) of the Act, 415 ILCS 5/42(a) (2016), a civil penalty of Fifty Thousand Dollars ($50,000.00) for each and every violation of the Act, and an additional penalty of Ten Thousand Dollars ($10,000.00) for each day of violation; 6. Ordering Speedway to pay all costs, including Illinois EPA and DuPage County response and oversight costs, attorney, expert witness and consultant fees, expended by Plaintiff in this action; and 7. Granting such other relief as this court deems appropriate and just. COUNT IV CREATING A WATER POLLUTION HAZARD 1-31. Plaintiff realleges and incorporates by reference herein paragraphs 1 through 23 and 29 through 30 of Count I, paragraph 29 of Count II and paragraphs 28 through 32 of Count III as paragraphs 1 through 31 of this Count IV. 32. Section 12(d) of the Act, 415 ILCS 5/12(d) (2016), provides as follows: No person shall: (d) Deposit any contaminants upon the land in such place and manner so as to create a water pollution hazard. 33. Speedway, by discharging gasoline, a contaminant that is likely to be harmful and 15 Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21:28 # 4151001/17043852383 injurious to public health and safety, onto soil at the Site, deposited a contaminant upon the land in such a place and manner as to create a water pollution hazard. 34. By depositing gasoline onto soil at the Site as alleged herein, Speedway thereby violated Section 12(d) of the Act, 415 ILCS 5/12(d) (2016). 35. Violations of the pertinent environmental statutes and regulations will continue until and unless this Court grants equitable relief in the form of an immediate and, after trial, permanent injunction. WHEREFORE, Plaintiff, PEOPLE OF THE STATE OF ILLINOIS, prays that this Court enter an immediate and, after trial, permanent injunction and an order in favor of Plaintiff and against the Defendant SPEEDWAY, LLC, on this Count III: (2016); 1. Finding that Speedway has violated Section 12(d) of the Act, 415 ILCS 5/12(d) 2. Enjoining Speedway from any further violations of Section 12(d) of the Act, 415 ILCS 5/12(d) (2016); 3. Ordering Speedway to assess and determine the extent of soil, groundwater and water contamination on and off of the Site, to submit to Plaintiff a plan for remediating contamination, and after acceptance by the Illinois EPA, to implement the plan in accordance with the requirements of the Court's Order, the Act and pertinent regulations; 4. Assessing against Speedway, pursuant to Section 42(a) of the Act, 415 ILCS 5/42(a) (2016), a civil penalty of Fifty Thousand Dollars ($50,000.00) for each and every violation of the Act, and an additional penalty of Ten Thousand Dollars ($10,000.00) for each day of violation; 16 Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21:28 # 4151001/17043852383 6. Granting such other relief as this court deems appropriate and just. PEOPLE OF THE STATE OF ILLINOIS ex rel. LISA MADIGAN, Attorney General of the State of Illinois MATTHEW J. DUNN, Chief Environmental Enforcement/Asbestos Litigation Division BY: E AB ALLACE, Chief Environmental Bureau Assistant Attorney General PEOPLE OF THE STATE OF ILLINOIS ex rel. ROBERT B. BERLIN, State's Attorney for DuPage County, I1linoi BY: ROBERT B. BERLIN State's Attorney Counsel ELLEN O'LAUGHLIN ANGAD S. NAGRA Assistant Attorneys General Environmental Bureau 69 West Washington Street, Suite 1800 Chicago, Illinois 60602 (312) 814-3094 (312) 814-5361 EOLaughlin@atg.state•il.us ANagra@atg.state.il.us 17 Document received on 2017-I1-03-15.00.55.0 Document accepted on 11/03/2017 15:21:28 # 4151001/17043852383 VERIFICATION I, Mark Retzlaf, , being duly sworn, on oath state as follows: 1. I am currently employed by the Illinois Environmental Protection Agency ("IEPA") in Des Plaines, Illinois as an Environmental Protection Specialist III. 2. I have been employed by IEPA for the past 28 years. I have been assigned to IEPA's Emergency Response Unit for the past 4 years. 3. The duties and responsibilities of my current position include responding to environmental emergencies on behalf of IEPA. As part of my response, I investigate and inspect facilities and consult with emergency response personnel and my supervisors at IEPA. 4. I have read the foregoing Verified Complaint for Injunction and Other Relief (the "Complaint"), captioned "People of the State of Illinois v. Speedway, LLC," and am aware of the contents thereof. 5. The factual matters set forth in Paragraphs I3, 14 and 23 of Count I of the Complaint —to the extent that they concern the Sanitary Sewer System, as that term is defined in the Complaint —are true in substance and in fact, to the best of my knowledge, information and belief. • SUBSCRIBED and SWORN to before me this 3La day o�fNovember, 2017 y� Notary Public --------------- ------------- OFFICIAL SEAL ALEX M. SUMMERFELT NOTARY PUeUC. STATE OF ItUNOIS 18 W OONWSION EXPIRES 08.23.2018 Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:2 L28 4 4151001/17043852383 VERIFICATION I, Scott Johnson, being duly sworn, on oath state as follows: I. I am currently employed by the Office of the State Fire Marshall's ("OSFM") Petroleum & Chemical Safety Division as the Statewide Administrator. 2. I have been employed by the OSFM for the past 18 years and 11 months. I have been assigned to the Petroleum & Chemical Safety Division for the past 18 years and 11 months, and have held the position of Statewide Administrator since September 1, 2007, 3. The duties and responsibilities of my current position include, but are not limited to, implementation and evaluation of program policies and procedures of the Division of Petroleum & Chemical Safety, which administers the underground storage tank program ("UST") in Illinois. I also coordinate the inspections and emergency incident responses involving USTs; serve as the technical advisor on field operations topics; and develop, present and maintain a field staff training program. I also serve as the full line supervisor for field staff and as the Division vehicle coordinator. In this role, I am familiar with the recordkeeping, field inspections, and enforcement practices and procedures of the OSFM related to USTs in Illinois, including the enforcement of the Illinois Gasoline Storage Act ("Act"), 430 1LCS 15/1 et seq. (2016), as it pertains to UST systems. It is also my responsibility to be familiar with the provisions of the Act, 430 ILCS 15/1 et seq. (2016). 4. I have read the foregoing Verified Complaint for Injunction and Other Relief (the "Complaint"), captioned "People of the State of Illinois v. Speedway, LLC," and am aware of the contents thereof. 19 The factual matters set forth in Paragraphs 4 through 11, 15 and 17 through 22 of Count I of the Complaint —to the extent that they concern the Sanitary Sewer System, as that term is defined in the Complaint —are true in substance and in fact, to the best of my knowledge, information and belief. NNW p1111C ->IGIN VIM= NNoorwoN SUBSCRIBED and SWORN to before me this ,ZVA day of November, 2017 - % V611 ' Notary Publi 20 VERITICATION 1, Dwane Kozak, being duly sworn, on oath state as follows: I am currently employed by the DuPage County Department of Public Works' Underground Maintenance section as a Manager. 2. I have been employed by the DuPage County Department of Public Works' Underground Maintenance section for the past 14 years. 3. The duties and responsibilities of my current position include overseeing the day to day operations, of the Underground Maintenance section, including water and sewer system maintenance. 4. I have read the foregoing Verified Complaint.for Injunction and Other Relief (the "Complaint"), captioned "People of the State of Illinois i. SImedwuy, LLC." and am aware of the contents thereof. 5. The factual matters set forth in Paragraphs 8 and 11 of Count I of the Complaint, to the extent that they concern the DuPage County Storm Sewer System, are true in substance and in fact, to the best of my knowledge, information and belief. DWANE K07AK SUBSCRIBED and SWORN to before me this P day of Novembe 2017 "OFFICIAL SEAL" otary Public Donna Sandi NOTARY PUBLIC, STATE Of KUWa My C,onr Mm Evkw 10/02/21 K Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21:28 4 4151001/17043852383 VERIFICATION I, Mitchell Kushner, being duly sworn, on oath state as follows- 1. I am currently employed by the Office of the State Fire Marshall's ("OSFM") Arson Division as an Arson Investigator II/Canine Handler. 2. I have been employed by the OSFM for the past 30 years. I have been assigned to the Arson Division for the past 30 years. 3. The duties and responsibilities of my current position include investigating fires and explosions throughout the state, responding to assist fire departments, communities; state and federal agencies 24 hours a day, 7 days a week As a certified arson investigator, to act as a sworn peace officer, authorized to interview witnesses, collect evidence, make arrests and appear in court. Also to train, supervise and utilize an accelerant detecting K-9 dog that can detect minute traces of accelerants often used in fires, which can lead investigators to a specific location where physical samples can be taken, analyzed and confirmed by special laboratories. When warranted, take samples and secure the chain of custody of such samples. 4. I have lead the foregoing Verified Complaint for Injunction and Other Relief (the "Complaint"), captioned "People of the State of Illinois v. Speedway, LLC," and am aware of the contents thereof. 21 Document received on 2017-11-03-15.00.55.0 Document accepted on 11/03/2017 15:21:28 # 4151001/17043852383 5. The factual matters set forth in Paragraphs 15 through 16 of Count I of the Compla= are true in substance and in fact, to the best of my knowledge, information and belief. SUBSCRIBED and SWORN to before me this -2— day of vember, 2017 N A - 01 OFRCIAL SEAL ERUM ARMED NOTARY PU9UC - STATE OF JLUNOIS d if:Y COM ISSION EXPIRES-1111320 22 Documentrecei,, f!f2017-11-03-15.00.55.0 Document accepted on 11/03/201715:21:28#4151001/17043852383 John J. Wsol 5604 Chesapeake Drive, McHenry, Illinois 60050 Phone: (815) 385-9626 E-mail: johnwsoljr@gmail.com From the Office of the State Fire Marshal in Springfield (Exhibit L) There have been some changes to the Underground Storage Tanks (UST) rules and regulations. These changes cover technical requirements for underground storage tanks and the storage, transportation, sale and use of petroleum and other regulated substances. These changes take effect October 13, 2018. There are 133 pages in this document and there are many changes within those pages. To give you an idea as to the content, the first five pages follow this explanation page. If you wish to look at this entire document, you make do so by using this website link: https://www2.illinois.gov/sites/sfm/SFMDocuments/Documents/USTRuiesP art175RedlineChanges.pdf TITLE 41: FIRE PROTECTION CHAPTER I: OFFICE OF THE STATE FIRE MARSHAL Exhibit L PART 175 TECHNICAL REQUIREMENTS FOR UNDERGROUND STORAGE TANKS AND THE STORAGE, TRANSPORTATION, SALE AND USE OF PETROLEUM AND OTHER REGULATED SUBSTANCES SUBPART A: DEFINITIONS Section 175.100 Definitions SUBPART B: MOTOR FUEL DISPENSING FACILITY REQUIREMENTS Section 175.200 General Requirements for Motor Fuel Dispensing Facilities 175.210 Attended Self -Service Motor Fuel Dispensing Facilities and Islands 175.220 Unattended Self -Service Motor Fuel Dispensing Facilities and Islands 175.230 Fleet Vehicle Motor Fuel Dispensing Facilities 175.240 Full Service Motor Fuel Dispensing Facilities and Islands 175.250 Marine Motor Fuel Dispensing Facilities 175.260 Miscellaneous General Operating Requirements SUBPART C: PERMITS, FEES AND SCHEDULING Section 175.300 Permitted UST Activity 175.310 Site Plans 175.320 Scheduling of UST Activity 175.330 Payment of 1988 Annual UST Fee (Repealed) SUBPART D: DESIGN, INSTALLATION AND CONSTRUCTION REQUIREMENTS Section 175.400 Design and Construction of USTs 175.405 Spill Containment and Overfill Prevention Equipment 175.410 Containment Sumps 175.415 UST Compatibility with Product Stored 175.420 Piping 175.425 UST Wiring Procedures 175.430 Clearance Required for USTs 175.435 PT���Testing of Tanks or Lines 2 175.440 Venting of Tanks 175.445 Fill Pipes 175.450 Pumps, Dispensers and Other Product Transfer Equipment 175.455 USTs Inside or Under Buildings 175.460 Marinas 175.465 Additional Requirements for Installation and Upgrade of USTs SUBPART E: CORROSION PROTECTION Section 175.500 Interior Lining and Lining Inspection of USTs 175.510 Corrosion Protection SUBPART F: RELEASE DETECTION Section 175.600 Owner/Operator Spill and Overfill Release Control Responsibilities 175.610 General Release Detection Requirements for All USTs 175.620 Release Detection Requirements for Hazardous Substance USTs 175.630 Methods of and Requirements for Release Detection for Tanks 175.640 Methods of and Requirements for Release Detection for Piping 175.650 Release Detection and Cathodic Protection Recordkeeping SUBPART G: REPAIRS TO UNDERGROUND STORAGE TANKS AND DEFECTIVE EQUIPMENT Section 175.700 Repairs Allowed 175.710 Emergency Repairs 175.720 Defective or Non -Compliant Equipment and Emergency Action by OSFM SUBPART H: REMOVAL, ABANDONMENT AND CHANGE -IN-SERVICE Section 175.800 Removal. !'Lbandonment-in-i'1ace_ or Change -in -Service Records 175.810 Temporary Closure 175.820 Change -in -Service of USTs 175.830 Removal of USTs 175.840 Abandonment -in -Place SIJBPAR [' I: t:S 1 SYS1'FMS W ITIII hF1,f?-( (ANS I KL �'_t t l} I A'�KS. 1\I AIRPORT 1lYDRAN' I ! LJIA. IDiS 1_R1Btj'10 � SY Sth'.N-1S Section !'15.900 C4eneralKequirerne.n:s i ?5.91Additions, F Aceptions_and lternati.cs Ic,r t �'V Ststcm \N ith (=ieki-Constructed ;yanksandAir ort'rl�drant,\stews - a-- ---__ i 75.920 Partial Exclusions for ouncYStorae 1 ank, Zxssoelated witltAirotet ix,drant Svstems and 1 ieid-t a 1stru.:ted_ t ark- 175.APPENDIX A UST Activity that Cannot Proceed Without an OSFM Inspector on Site 175.APPENDIX B The Type of OSFM Permit Required for Specific Permitted UST Activities 175.APPENDIX C Derivation Table ( epealed a AUTHORITY: Implementing the Gasoline Storage Act [430 ILCS 15] and authorized by Section 2 of the Gasoline Storage Act [430 ILCS 15/2]. SOURCE: Adopted at 34 Ill. Reg. 13358, effective September 2, 2010; emergency amendment at 37 Ill. Reg. 5195, effective April 4, 2013, for a maximum of 150 days; amended at 37 Ill. Reg. 13443, effective August 1, 2013; amended at 42 I11. Reg. , effective SUBPART A: DEFINITIONS Section 175.100 Definitions Unless otherwise provided by the text in this Part, all terms in this Part shall be as defined in 41 Ill. Adm. Code 174.100. SUBPART B: MOTOR FUEL DISPENSING FACILITY REQUIREMENTS Section 175.200 General Requirements for Motor Fuel Dispensing Facilities a) Other than kerosene and except as otherwise provided in this Subpart B and 41111. Adm. Code 180, all dispensing of flammable and combustible liquids at motor fuel dispensing facilities shall be from underground storage tanks. b) All motor fuel dispensing facilities must abide by the operating and other requirements of this Subpart B. c) Motor fuel dispensing facilities must hold a current and valid motor fuel dispensing permit for the particular type of facility involved in order to operate. No motor fuel dispensing facility shall open for business until inspected and approved by OSFM. Facilities operating under different classifications at any time shall obtain dispensin,-, permits 16: anu meet the requirements for all respective classifications that apply to the facility. Approval for dispensing operations will be granted upon compliance with 41111. Adm. Code 172, 174, 175, 176 and 177. 4 No owner or other person or responsible entity shall permit any person to violate the provisions of this Subpart B. Violation of the requirements for motor fuel dispensing facilities of this Subpart B may subject the owner or operator to penalties that may include revocation of the facility motor fuel dispensing permit issued under this Subpart and the compliance certification (green decal) issued under 41111. Adm. Code 177 as required for operation of the facility. Failure to remain in compliance with UST rules may also result in OSFM's issuance of a red tag for the tanks mat issue, prohibiting any further operation of the facility or further deposit of regulated substances into any tank subject to a red tag. Maintenance of �a;� 'i� equipment phvsicalk connected to the UST, .includinaa+i4 emergency stc__shttte#s and shear valves,, are required items subject to red tag for noncompliance. d) Applications for a Motor Fuel Dispensing Facility Permit 1) No construction of a motor fuel dispensing facility or modification of an existing motor fuel dispensing facility shall be commenced until applications and plans are given written approval in the form of a review letter by OSFM. 2) Only contractors currently iicensed and certified in accordance with 41 Ill. zUrn. Codc 17'� mat submit motor Wel dispciising, racility permit applications. A l S I contractor n(IttaI for the :gin -line submission of die motor fuel dispensing -permit appiication can be t-ound at https «eba s.sfm.illino�s.�o��171S fPortal._The applications shall be those prescribed by OSFM and plans must be submitted 4+-444t-,-ate for each motor fuel dispensing facility showing compliance with applicable OSFM rules. The plans shall be drawn to scale and shall, at a minimum, include the following: A) Lot lines and dimensions. B) Building lines and dimensions. C) Location and size of tanks and pump island. D) Location of control station (if applicable). E) Type, make, model and location of dispensing devices or equipment. F) Fire extinguisher locations. «TGroup Engineering • Design • Consulting March 16, 2018 Attn: Doug Martin —Director of Economic Development 333 S. Green Street McHenry, IL 60050 Dear lvlr. Martin, The proposed site is located at the NWC of IL SR 120 & Ringwood Road in the City of McHenry, IL. The proposed development will include 7.59 acres. The site will include 1 curb cut along Rt 120 and 2 curb cuts along Ringwood Rd. The 1 curb cut along Rt 120 will be a full access for truck and auto traffic entering and exiting the site. This curb cut will require restriping of the median to include a left turn lane into the site off of Rt 120. The 2 curb cuts along Ringwood Rd will include 1 for a truck exit only and the other will be a RI/RO for auto traffic only. The site is currently zoned as Unincorporated and contains a farm field with (2) metal storage buildings and (1) Mid -rise Billboard sign. The onsite improvements will include the 4,600 sf Cafd C-Store, an 8 dispenser Auto Canopy, a 2 Lane CFL canopy, a Mid Rise Sign and a Goal Post ID Sign. Listed below are the requested actions; • Annexation into the City of McHenry • Rezoning the property to C-2 (Neighborhood Commercial) • Conditional Use Permit for a Gas Station • Variance to allow for an automobile service station to be located within 600 feet of any other automobile service station. • Variance for a larger driveway width along Ringwood for the truck exit. • Variance to allow 3 wall signs which cannot exceed 144 square feet. • Variance to allow a free standing Goal Post ID sign to be at a height of 30 feet • Variance to allow a free standing mid -rise ID sign to be at a height of 80 feet • Variance to allow the ID signs to exceed the limit of 200 sgft at a total of 426.3 sgft • Variance to allow 25 parking stalls in the fiont of the C-Store without a parking island. • Variance to allow for no landscaping around the building foundation. Sincerely Christian Kalischefski WT Group I Design & Program Management I President 2675 Pratum Avenue 224.293.6333 Engineering with Precision, Pace & Passion. Hoffman Estates, IL 60192 wtengineering.com NVFGroup Engineering • Design • Consulting March 16, 2018 Attn: Doug Martin — Director of Economic Development 333 S. Green Street McHenry, IL 60050- Mr. Doug Martin: Please find below the list of owners of all abutting properties around property PIN #09-28-126-028. NWC of Rt 120 & Ringwood Rd - PIN # 09-28-126-028 PIN Address Owner 09-28-126-030 7820 W HILLSIDE RD CRYSTAL LAKE, IL 60012-2937 David L, Catherine L Hellyer 09-28-126-024 1918 DOT ST MCHENRY, IL 60050 Kelly Rasing 09-28-126-027 5 VIRGINIA RD CRYSTAL LAKE, IL 60014 Chesapeake Hills Condo Association 09-28-132-001 5612 CHESAPEAKE DR MCHENRY, IL 60050-3348 MCDERMOTT LIV TR 09-28-132-002 5610 CHESAPEAKE DR MCHENRY, IL 60050-3348 Roberta NL TR Fiali 09-28-132-003 5608 W CHESAPEAKE MCHENRY, IL 60050 Frank AJeanne D Serplco 09-28-133-001 5606 CHESAPEAKE DR MCHENRY, IL 60050 James Barbara LIV TR Rex 09-28-133-002 5604 CHESAPEAKE DR MCHENRY, IL 60050 John Wsol 09-28-133-003 5602 W CHESAPEAKE MCHENRY, IL 60050 Carlton P Audrey L CO TRS Bye 09-28-205-001 5525 SHERMAN DR MCHENRY, IL 60050 Calvin R Sharon G Hiebert 09-28-201-002 1011 N GREEN ST MCHENRY, IL 60050-5796 MCHENRYCOMM CONS SCH DIST 15 09-28-251-016 1011 N GREEN ST MCHENRY, IL 60050-5796 MCHENRY COMM CONS SCH DIST 15 09-28-251-015 750 Bunker CT STE 100 Vernon Hills, IL 60061 GRAHAM ENT INC 138 09-28-251-013 750 Bunker CT STE 100 Vernon Hills, IL 60061 GRAHAM ENT INC138 09-28-400-010 12416 S Harlem STE 306 Palos Heights, IL 60463 Richard Tannebaum 09-28-176-023 1689 N CURRAN RD MCHENRY, IL 60050 IL ST BK 09-28-176-022 5900 TOMLINSON MCHENRY, IL 60050 CA LEASING CORP 09-28-177-002 5900 TOMLINSON MCHENRY, IL 60050 CA LEASING CORP Please feel free to call with any questions or clarifications. We thank you for your time. Sincerely .A7 - AW Christian Kailschefskl WT Group I Design & Program Management I President 2675 Pratum Avenue 224.293.6333 Engineering with Precision, Pace & Passion. Hoffman Estates, IL 60192 wtengineering.com 11 FORM A PUBLIC HEARING APPLICATION Planning and Zoning Commission City of McHenry File Number Z-926 333 South Green Street a McHenry, IL 60050 a Tel: (815) 363-2170 a Fax: (815) 363-2173 1. Name of Applicant Speedway, LLC Tel 2. 4. Address 539 South Main Street Findlay OH 45840 Fax Name of Applicant Representative Christian Kaliscliefski Tel (224) 293-6960 Address 2675 Pratum Avenue Hoffman Estates IL 60192 Fax (224) 293-6444 Name of Property Owner I" Midwest Bank 13455 & Fuhler Properties Tel (If other than Applicant) Address 1134 N Main St, Algonquin IL 60102-3482 Fax Name of Engineer Tel (If represented) Address Fax Name of Attorney Tel (If represented) Address Fax 5. Common Address or Location of Property _ NWC of IL SR 120 & Ringwood Rd also known as 2009 Ringwood Rd, McHenry, II, 60050 6. Requested Action(s) (check all that apply) X Zoning Map Amendment (Rezoning) X Conditional Use Permit X Zoning Variance Zoning Variance - Minor Zoning Text Amendment X Other (Annexation into the City/Rezoned as C-2 (Neighborhood Conunercial) Provide a brief description of the Requested Action(s). For example, the operation that requires a Conditional Use Permit, the specific Zoning Variance needed, or the new zoning classification that is requested: _Please see attached narrative for brief descriptions FORM A Pagel of 3 7. Current Use of Property The current use of the property is a farm field. 8. Current Zoning Classification of Property, Including Variances or Conditional Uses The current zoning classification of the property is unincorporated / Al (Aexiculture) and will have to be annexed into the city, 9. Current Zoning Classification and Land Use of Adjoining Properties North; RM-1 (Low -Density Multi -Family Residential) South: C-2 (Neiulrborliood Commercial) East: C-2 (Neighborhood Commercial) / RS-3 Medium -High -Density Single -Family Residential) West: Unincorporated / B3 10. Required Attachments (check all items submitted) Please refer to the Public Hearing Requirements Checklist to determine the required attachments X 1. Application Fee (amount) $ 950.00 X 2. Narrative Description of Request X 3. FORM A — Public Hearing Application X 4. FORM B — Zoning Map Amendment (Rezoning) Application X 5. FORM C — Conditional Use Application X 6. FORM D — Zoning Variance Application N/A 7. FORM E — Use Variance Application X 8. Proof of Ownership and/or Written Consent from Property Owner in the Form of an Affidavit X 9. Plat of Survey with Legal Description X 10. List of Owners of all Adjoining Properties X 11. Public Hearing Notice X 12. Sign (Provided by the City, to be posted by the Applicant) X 13. Site Plan X 14. Landscape Plan X 15. Architectural Rendering of Building Elevations N/A 16. Performance Standards Certification X 17. Traffic Analysis N/A 18. School Impact Analysis X 19. Signage Plan FORM A Page 2 of 3 11. Disclosure of Interest The party signing the application shall be considered the Applicant. The Applicant must be the owner or trustee of record, trust beneficiary, lessee, contract purchaser, or option holder of the subject property or his or her agent or nominee. Applicant is Not Owner If the Applicant is not the owner of record of the subject property, the application shall disclose the legal capacity of the Applicant and the full name, address, and telephone number of the owner(s). In addition, an affidavit of the owners(s) shall be filed with the application stating that the Applicant has the authority from the owners(s) to make the application. Applicant or Owner is Corporation or Partnership If the Applicant, owner, contract purchaser, option holder, or any beneficiary of a land trust is a corporation or partnership, the application shall disclose the name and address of the corporation's officers, directors, and registered agents, or the partnership's general partners and those shareholders or limited partners owning in excess of five percent of the outstanding stock or interest in the corporation or interest shared by the limited partners. Applicant or Owner is a land Trust If the Applicant or owner is a land trust or other trust or trustee thereof, the full name, address, telephone number, and extent of interest of each beneficiary shall be disclosed in the application. 12. Certification I hereby certify that I am aware of all code requirements of the City of McHenry that relate to this property and that the proposed use or development described in this application shall comply with all such codes. I hereby request that a public hearing to consider this application be held before the Planning and Zoning Commission, and thereafter that a recommendation be forwarded to the City Council for the adoption of an ordinance(s) granting the requested action(s), including any modifications to this application or conditions of approval recommended by the Zoning Board of Appeals or City Council. Signature of Applicant(s) Print Name and Designation of Appl FORM A Page 3 of 3 11 FORM B File Number Z-926 ZONING MAP AMENDMENT (REZONING) Planning and Zoning Commission City of McHeniy 333 South Green Street a McHenry, IL 60050 a Tel: (815) 363-2170 a Fax: (815) 363-2173 Table 33 of the City of McHenry Zoning Ordinance provides that in recommending approval of a Zoning Map Amendment (Rezoning), the Planning and Zoning Commission shall transmit to the City Council written findings that all of the conditions listed below apply to the requested action. Please respond to each of these conditions as it relates to your request 1. Compatible with Use or Zoning of Environs The proposed use(s) or the uses permitted under the proposed zoning classification are compatible with existing uses or existing zoning of property in the environs. The rezoning to C-2 (Neighborhood Commercial) will allow the gas station to serve the neighboring companies and residents in the surrounding neighborhoods along with any travelers along Rt 120. 2. Supported �ted by Trend of Development The trend of development in the general area since the original zoning of the affected property was established supports the proposed use(s) or zoning classification. The rezoning to C-2 (Neighborhood Coinmerciall will thrive within the surrounding area that includes RM-1 (Low -Density Multi -Family Residential),C-2 (Neighborhood Commercial) and RS 3 (Medium High -Density Singlc-Family Residential) along with any traffic that passes on Rt 120 3. Consistent with Comprehensive Plan Objectives The proposed use(s) or zoning classification is in harmony with the objectives of the Comprehensive Plan of the City as viewed in light of any changed conditions since the adoption of the Plan. The rezoning to C-2 (Neighborhood Cormnercial) will thrive within the surrounding area that includes RM-1 (Low -Density Multi -Family Residential), C-2 (Neighborhood Conmercial) and RS 3 (Medium High -Density Single -Family Residential) along with any traffic that passes on Rt 120 4. Furthers Public Interest The proposed use(s) or zoning classification promotes the public interest and not solely the interest of the applicant. The rezoning to C-2 (Neighborhood Commercial) will allow the gas station to serve the neighboring companies and residents in the surrounding neighborhoods along with any travelers along Rt 120. FORM B Page I of I FORM C File Number Z-926 CONDITIONAL USE PERMIT Planning and Zoning Commission City of McHenry 333 South Green Sheet 0 McHenry, IL 60050 ,, Tel: (815) 363-2170 -3Fax: (815) 363-2173 Table 31 of the City of McHenry Zoning Ordinance provides that in recommending approval or conditional approval of a Conditional Use Permit, the Planning and Zoning Commission shall transmit to the City Council written findings that all of the conditions listed below apply to the requested action. Please respond to each of these conditions as it relates to your request 1. Traffic Any adverse impact of types or volumes of traffic flow not otherwise typical in the zoning district has been minimized. The proposed plan is a syphoning use and not a destination Please see attached document for a traffic study that has been completed for this site. 2. Environmental Nuisance Any adverse effects of noise, glare, odor, dust, waste disposal, blockage of light or air, or other adverse environmental effects of a type or degree not characteristic of permitted uses in the zoning district have been appropriately controlled. S eedwa 's goal is to provide a safe enviromnent for their workers and costumers along with the neighboring properties and will follow all required regulations. 3. Neighborhood Character The proposed use will fit harmoniously with the existing natural or man-made character of its surroundings and with permitted uses in the zoning district. The use will not have undue deleterious effect on the environmental quality, property values, or neighborhood character existing in the area or normally associated with permitted uses in the district. The proposed use of a gas station will fit harmoniously with the existing natural or man-made character of its surroundings. Speedway's goal is to provide a safe and inviting environment for their workers, costumers and neighbors. 4. Public Services and Facilities The proposed use will not require existing community facilities or services to a degree disproportionate to that normally expected of permitted uses in the district, nor generate disproportionate demand for new services or facilities, in such a way as to place undue burdens upon existing development in the area. The proposed use for a gas station will not require existing community facilities or services to a degree disproportionate to that normally expected of permitted uses in the district nor generate disproportionate demand for new services or facilities, in such a way as to place undue burdens upon existing development in the area. 1UKM U Page 1 of 2 5. Public Safety and Health The proposed use will not be detrimental to the safety or health of the employees, patrons, or visitors associated with the use nor of the general public in the vicinity. Speedway's goal is to provide a safe environment for their workers and costumers along with the neighboring properties and will follow all required regulations 6. Other Factors The proposed use is in harmony with all other elements of compatibility pertinent to the Conditional Use and its particular location. The proposed use is in harmony with the surrounding area Speedway will serve the neighboring companies and residents in the surrounding neighborhoods along with any travelers along Rt 120 FORM C Page 2 of 2 FORM AD File Number Z-926 ZONING VARIANCE Planning and Zoning Commission City of McHenry 333 South Green Street O McHenry, IL 60050 a Tel: (815) 363-2170 a Fax: (815) 363-2173 Table 32 of the City of McHenry Zoning Ordinance provides that in recommending approval or conditional approval of a variance, the Planning and Zoning Commission shall transmit to the City Council written findings that all of the conditions listed below apply to the requested action. Please respond to each of these conditions as it relates to your request 1. Special Circumstances Not Found Elsewhere Special circumstances exist that are particular to the property for which the variance is sought and that do not apply generally to other properties in the same zoning district; and these circumstances are not of so general or recurrent a nature as to make it reasonably practical to provide a general regulation to cover them. All variances that are being requested are due to the nature of thefueling center and are not site specific 2. _ Circumstances Relate to Property Only Since a variance will affect the character of its surroundings long after a property changes hands, the special circumstances referenced herein relate only to the physical character of the land or building(s) for which a variance is sought, such as dimensions, topography, or soil conditions; and they do not concern any business or activity tine present or prospective owner or tenant carries on or seeks to cagy on therein, or to the personal, business or financial circumstances of such owner or tenant or any other party with interest in the property. All variances that are being requested are due to the nature of the fueling center and to provide a safe and clean environment for the workers and costumers. Speedway is looking to develop on this land with the intention of beina there for a ruin of 25 years. 3. Not Resulting from Applicant Action The special circumstances that are the basis for a variance have not resulted from any act of the applicant or of any other party with interest in the property. All variances that are being requested are due to the nature of the fueling center and to provide a safe and clean enviromnent for the workers and costumers. 4. Unnecessary Hardship The strict application of the provisions of the Zoning Ordinance would result in unnecessary and undue hardship upon the applicant, as distinguished from a mere inconvenience. The following are the variances being requested along with an explanation to why they are being requested • Within Section III: General District Re lations- Subsection 1: SPacing of Services Stations it states that no automobile service station shall be located within 600 feet of any other automobile service station. Since the property to the east is zoned as a gas station we are asking for a variance to allow for a conditional use permit for a gas station on the proposed property. FORM D Page 1 of 3 The maximum driveway width on Ringwood Rd is 36 feet We are asking for a variance to have a —85, foot driveway width which will allow trucks to safely circulate the site and exit onto Ringwood Rd Speedway is built around automobile and truck traffic The need for all vehicles to see Speedway from a distance and slow down safely to enter the site is a driving force for the freestanding signs in regards to height, text size and square footage On the site itself the amount of signage is deemed necessary for the safety of all drivers and to give clear direction of circulation The following are the variances being requested for the signage. o The zoning ordinance only allows for 2 walI signs that cannot exceed 144 square feet We are asking for a variance to allow for 3 wall signs which cannot exceed the 144 square feet limit o The zoning ordinance only allows for 1 free standing ID sign that cannot exceed 200 square feet We are asking for a variance to allow for 2 free standing ID signs totaling426 3 square feet The 2 free standing signs will cGnsist of I goal post sign (165 square feet) and 1 mid rise sign (261.3 square feet). o The zoning ordinance only allows for a free standing ID sign to be no more than 15 feet tall We are asking for a variance to allow for the goal post sign to be at a height of 30 feet and the mid - rise sign to be at a height of 80 feet Due to the surrounding bill boards and the approach to the site along Rt 120 we are requesting the height of 80 feet so that the vehicle can see Speedway from a distance and is able to slow down safely to enter the site. The zoning ordinance requires a landscaped area of 8 feet by 15 feet every 15 parking spaces We are asking for a variance to allow for the 25 parking stalls in the front of the C store without a narking island. During winter the absence of the parking islands would create an efficient snow plow route for a site that has a lot of auto traffic and no damage would occur to the plow/curbs The zoning ordinance requires landscaping around the building foundation We are asking for a variance to allow for no landscaping around the building foundation The nature of the retail business for Speedway mandates frequent in/out pedestrian access at the C-Store therefor a foundation landscape can become a tripping hazard by the entrances The landscaping foundation can also become a place for trash such as wrappers, cigarette buds, etc. Not having a landscape foundation helps Speedway employees easily clean the area around the building The required number of trees and plantings that would have been around the foundation will be distributed around the C-Store landscaping, 5. Preserves Rijzhts Conferred by District A variance is necessary for the applicant to preserve and enjoy a substantial property right possessed by other properties in the same zoning district, and does not confer a special privilege ordinarily denied to other properties in the district. The variances that are being requested are in the nature of a fueling center and have nothing to do with the surrounding properties. 6. Necessary for Use of Property The granting of a variance is necessary not because it will increase the applicant's economic return, although it may have this effect, but because without a variance the applicant will be deprived of any reasonable use or enjoyment of the property. All variances that are being requested are due to the nature of the fueling center and to provide a safe and clean environment for the workers and costumers. 7. Not Alter Local Character The granting of a variance will not alter the essential character of the locality nor substantially impair environmental quality, property values, or public safety or welfare in the vicinity. All variances that are being requested are due to the nature of the fueling center and to provide a safe and. clean environment for the workers and costumers and will not have an adverse effect on the neighboring properties. FORM D Page 2 of 3 8. Consistent with Zoning Ordinance and Comprehensive Plan The granting of the variance will Ue in harmony with the general purpose and intent of the Zoning Ordinance and Comprehensive Plan of the City, as viewed in light of any changes conditions since their adoption. The-glanting, of the variances will be in harmony with the general purnose and intent of the Zoning Ordinance and Comprehensive Plan of the City and will help provide a safe and clean environment for the users of the site. 9. Minimum Variance Required The variance requested is the minimum required to provide the t,pplicant with reasonable use and enjoyment of the property. Yes the variance requested is the minimum required due to the nature of the fueling center and will provide the ability to Rimvide a safe and clean environment for all to come to or uass by the site FORM D Page 3 of 3 1. Introduction....................................................................................... 1 2. Existing Conditions......................................................... 4 SiteLocation............................................................................................................................... 4 Existing Roadway System Characteristics ................................... 4 Parkland Middle School and Existing Operating Characteristics............................................... 6 Existing Traffic Volumes ..................................... 7 ................................................................ Gap Study Results .............................. 9 CrashAnalysis................................................................ .......................................................... 10 3. Traffic Characteristics of the Proposed Development .............................................. .................... 11 Proposed Site and Development Plan ............... 11 ................................................................. DirectionalDistribution............................................................................................................ 11 PeakHour Traffic Volumes .................................................... .................................................. 13 4. Projected Traffic Conditions ................................................ 14 ................................................ Development Traffic Assignment ................. .............. 14 ...................................................... Background (No -Build) Traffic Conditions.............................................................................. 14 TotalProjected Traffic Volumes.............................................................................................. 14 5. Traffic Analysis and Recommendations................................................................................... 19 TrafficAnalyses ............................................................................................... 19 Discussion and Recommendations........................................................................................... 23 Gap Study Evaluation..................................................... ..... 26 6. Conclusion........................................................... ...:........... 27 Spee(twayGus Station McHeiny, HeufyIllinois Figures Figure 1 — Site Location ............................................. ...... Figure 2 — Aerial View of Site Location Figure 3 ........................................................ ................................. — Existing Roadway Characteristics 3 Figure 4 ................................................................................. — Existing Traffic Volumes 5 Figure 5 — .............................................................................................. Directional Distribution 8 .......................1%..... .-................................. .......... ................... 12 Figure 6 — New Passenger Vehicle Site Traffic Assignment........................................................15 Figure 7 — New Truck Site Traffic Assignment Figure 8 — ............................................................................ Pass -By Site Traffic Assignment 16 Figure 9 — ................................................................................. Year 2024 Total Projected Traffic Volumes 17 ............................................................... 18 Tables Table 1— Gap Study Results — Il Route 120 at Proposed Access Drive ........................................ 9 Table 2 — IL Route 120 with Ringwood Road — Crash Summary ................................................ 10 Table 3 — Projected Site -Generated Traffic Volumes................................................................... 13 Table 4 — Projected Site -Generated Traffic Volumes - Equations ............................................... 13 Table 5 — Capacity Analysis Results — IL Route 120 with Ringwood Road - Signalized............ 20 Table 6 — Capacity Analysis Results — Existing Conditions - Unsignalized................................ 21 Table 7 — Capacity Analysis Results — Year 2024 Projected Conditions - Unsignalized............. 22 Table 8 — Required Gaps at the Interseciton of IL Route 120 with Proposed Access .................. 26 Speedway Gus Station /rim O;ii McHenry, Illinois ii This report summarizes the methodologies, results, and findings of a traffic impact study conducted by Kenig, Lindgren, O'Hara, Aboona, Inc. (KLOA, Inc.) for a proposed Speedway gas station to be located in McHenry, Illinois. The site, which is currently vacant, is located in the northwest quadrant of the intersection Illinois Route 120 (Elm Street) with Ringwood Road/Curran Road. As proposed, the site will be developed with a full -service gas station with 16 passenger vehicle fueling positions, two (2) truck f 4eling positions and an approximately 4,600 square -foot convenience store. Access to the site will be provided off IL Route 120 via a full movement access drive and off Ringwood Road via an exit only access drive and a right-in/right-out access drive. The purpose of this study was to examine background traffic conditions, assess the impact that the proposed development will have on traffic conditions in the area and determine if any roadway or access improvements are necessary to accommodate traffic generated by the proposed development. Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows an aerial view of the site area. The sections of this report present the following: • Existing roadway conditions • A description of the proposed development • Directional distribution of the development traffic • Vehicle trip generation for the development • Future traffic conditions including access to the development • Traffic analyses for the weekday morning and weekday evening peak hours • Recommendations with respect to adequacy of the site access and adjacent roadway system Traffic capacity analyses were conducted for the weekday morning and weekday evening peak hours for the following conditions: Existing Conditions — Analyze the capacity of the existing roadway system using existing peak hour traffic volumes in the surrounding area. 2. Projected Conditions — Analyze the capacity of the future roadway system using the projected traffic volumes that include the existing traffic volumes, ambient area growth not attributable to any particular development, and the traffic estimated to be generated by the proposed development. Gas Slatiott McIle ICAORM A1cHenty, Illinois 1 SITE rD 1 •:,;rj McCullom Loke 4 � Q Parkland School 1 Boone Creek Golf Course 4 Go', gee Q Site Location Speedwgv Gas Station McHemy, Illinois A / YI �� e' B a`a� McHenry QMcHenry RecreatlQn i rP . l Figure l m 11 Cliesbpenke'p" r ^ ;nilllnnyi0n r � - t �' f1'liSherrtSa i Oi? . c I , 1'l,,hormanDr' 1 s, Chc'�o4 i r l'Se Paikiand;School �l i •j I i� t1 locu" Eder Casella & 6D l :J —1 MCI lem, i North -Shore Stank S �- 7.; SpeClal Slefity Smile cef r. Google ' r 0I'd Existing transportation conditions in the vicinity of the site were documented based on field visits conducted by KLOA, Inc. in order to obtain a database for projecting future conditions. The following provides a description of the geographical location of the site, physical characteristics of the area roadway system including lane usage and traffic control devices, and existing peak hour traffic volumes. Site Location The site, which is currently vacant, is located in the northwest quadrant of the intersection of IL Route 120 with Ringwood Road. Land uses in the vicinity of the site include Chesapeake Hills townhome development to the north, Parkland Middle School and the office developments at 5320, 5400 and 5404 IL Route 120 to the east, Illinois State Bank (a North Shore Bank branch) to the south and Meyer Material Company and All Safe Self Storage to the west. Existing Roadway System Characteristics The characteristics of the existing roadways near the development are described below and illustrated in Figure 3. IL Route 120 (Ebn Street) is generally an east -west arterial roadway that in the vicinity of the site provides two through lanes in each direction separated by a striped median. At its signalized intersection with Ringwood Road/Curran Road, IL Route 120 provides an exclusive left -turn lane, a through lane and a shared through/right-turn lane on both approaches. IL Route 120 is under the jurisdiction of the Illinois Department of Transportation (IDOT), is classified as a Strategic Regional Aiterial (SRA) route, carries an annual average daily traffic (AADT) volume of 15,000 vehicles (1,400 trucks) west of Ringwood Road and an AADT volume of 19,500 vehicles (1,200 trucks) east of Ringwood Road and has a posted speed limit of 45 miles per hour. Ringwood Road is a north -south arterial roadway that is classified as a Class II tuck route providing one lane in each direction in the vicinity of the site. At its signalized intersection with IL Route 120, Ringwood Road provides an exclusive left -turn lane and a shared through/right-turn lane. At its unsignalized intersection with the Parkland Middle School southerly access drive, Ringwood Road provides a shared through/right-turn lane on the northbound approach and a shared left-turn/through lane on the southbound approach. At its unsignalized intersection with the Parkland Middle School northerly (exit only) access drive, Ringwood Road provides one though lane in each direction. At its unsignalized intersection with Sherman Drive, Brittany Drive and Shore Drive, Ringwood Road provides a through lane and an exclusive right -turn lane on the northbound approach and a shared left-turn/through lane on the southbound approach. At its unsignalized intersection with Chesapeake Drive, Ringwood Road provides a shared left- turn/through lane on the northbound approach and a shared through/right-turn lane on southbound approach. Ringwood Road is under the jurisdiction of the City of McHenry, carries an AADT volume of 8,400 vehicles (IDOT AADT 2013), has a posted speed limit of 35 miles per hour and a School Zone speed limit of 20 miles per hour. Speedway Gas Station KlwOAX\ McHenry, Illinois 4 —► LEGEND -TRAVELLANE - TRAFFIC SIGNAL .t - STOP SIGN ©X - SPEED LIMIT 20 - SCHOOL SPEED LIMIT SIGN Q - CLASS II TRUCK ROUTE -- -STANDARD CROSSWALK Proposed Speedway Gas Station McHenry, Illinois ILL INOIS STATE BANK Existing Roadway Characteristics 5 N NOT TO SCALE Kmip.lk W pren.0'N�+Apaau.Y� Job No: 18.044 Figure: 3 Q The south leg of the signalized intersection of 1L Route 120 with Ringwood Road is designated as Curran Road which is generally a north -south collector roadway that provides one lane in each direction. At its signalized intersection with IL Route 120, Curran Road provides an exclusive left - turn lane and a shared through/iight-turn lane. Curran Road is undcr the jurisdiction of the City of McHenry, carries and AADT volume of 4,850 vehicles (IDOT AADT 2013) and has a posted speed limit of 35 miles per hour. Sherman Drive is an east -west local roadway that provides one lane in each direction and extends from Ringwood Road approximately 1,175 feet east where it curves north to its terminus at Shore Drive. At its unsignalized intersection with Ringwood Road, ShermainDrive provides a shared left/riglrt-turn lane under stop -sign control and a standard style crosswalk. Sherman Drive is under the jurisdiction of the City of McHenry and has a posted speed limit of 25 miles per hour. Brittany Drive is an east -west local roadway that provides one lane in each direction and extends fi-om Ringwood Road east approximately 1,175 feet to its terminus at Sherman Drive. At its unsignalized intersection with Ringwood Road, Brittany Drive provides a shared left/right-turn lane under stop -sign control and a standard style crosswalk. Brittany Drive is under the jurisdiction of the City of McHenry and has a posted speed limit of 25 miles per hour. Shore Drive is an east -west local roadway that provides one lane in each direction and extends from Ringwood Road approximately one and a half mile east to its terminus at Oak Drive. At its unsignalized intersection with Ringwood Road, Shore Drive provides a shared left/right-turn lane under stop -sign control and a standard style crosswalk. Shore Drive is under the jurisdiction of the City of McHenry and has a posted speed limit of 25 miles per hour. Chesapeake Drive is an east -west local roadway that serves the Chesapeake Hills townhome development. At its unsignalized intersection with Ringwood Road, Chesapeake Drive provides a shared lefthight-turn lane under stop -sign control. Parkland Middle School and Existing Operating Characteristics As previously indicated, Parkland Middle School is located approximately 700 feet northeast of the proposed Speedway gas station. Parkland Middle School serves sixth, seventh and eighth grade students and has an enrollment of approximately 800 students. Parkland Middle School is served by two access drives off Ringwood Road. The northerly access drive is designated as an exit drive and operates with two outbound lanes. The southerly access drive is designated as the enhance to the school and operates with one inbound lane and one outbound lane. Outbound movements from both drives are under stop -sign control. On a regular school day, Parkland Middle School starts at 7:35 A.M. and students are released at 2:20 P.M. Field Observations were conducted over a couple of days during the school arrival and dismissal period. The observations during the morning school arrival period showed that school generated traffic started at approximately 6:50 A.M. with all major activity concluding by approximately 7:35 A.M. All morning activity was contained within the school property with minimal unpact to the operations of Ringwood Road. Speerh>>ny Gas Station K/mOANw McHenry, Illinois 6 The observations during the afternoon school dismissal period indicated that vehicles began arriving at the school at approximately 2:00 P.M. and began queueing along the north and east sides of the northerly (exit) access drive and along the south side of the southerly (entrance) access drive as school. buses staged around the parking lot on the east side of the site. At approximately 2:20 P.M. the queued vehicles extended to Ringwood Road but did not obstruct through traffic on Ringwood Road; however, on another occasion, these queues were observed to extend onto Ringwood Road lasting for less than five minutes. After students are dismissed at 2:20 P.M. and vehicles begin departing the site, all major school activity concluded by approximately 2:35 P.M. Existing Traffic Volumes '.< In order to determine current traffic conditions in the vicinity of the site, KLOA, Inc. conducted peak period traffic counts utilizing Miovision Scout Video Collection Units on Thursday, February 22, 2018 during the weekday morning (6:30 to 9:00 A.M.) and afternoon/evening (2:00 to 6:30 P.M.) peak periods at the following intersection: • IL Route 120 with Ringwood Road/Cunan Road • Ringwood Road with the Parkland Middle School Access Drives • Ringwood Road with Sherman Drive • Ringwood Road with Chesapeake Drive • Ringwood Road with Brittany Drive • Ringwood Road with Shore Drive The 2:00 P.M. to 6:00 P.M. afternoon/evening peak period was chosen to coincide with the dismissal time of Parkland Middle School and the surge in traffic associated with the afternoon pick-up activity. The results of the traffic counts indicated that the weekday morning peak hour of traffic occurs fiom 6:45 A.M. to 7:45 A.M. and the weekday evening peak hour of traffic occurs from 3:45 P.M. to 4:45 P.M. It should be noted that the dismissal of Parkland Middle School at 2:20 P.M. results in a secondary peak hour from 2:00 P.M. to 3:00 P.M. However, the total traffic volume traversing the intersection of IL Route 120 with Ringwood Road/Curran Road is approximately 30 percent lower than during the weekday evening peak hour and the two-way traffic along Ringwood Road is approximately 25 percent less than the weekday evening peak hour. As such, the analyses were conducted for the peak hours of the roadway traffic since they represent design conditions. Furthermore, supplemental traffic counts were conducted at the intersection of IL Route 120 with Ringwood Road/Curran Road on Saturday, February 24, 2018 during the midday (12:00 P.M. to 2:00 P.M.) peak period. The results of the traffic count indicated that the total traffic volume traversing the intersection of IL Route 120 with Ringwood Road/Curran Road during the Saturday midday peak hour (12:00 P.M. to 1:00 P.M.) is approximately 20 percent lower than the weekday morning peak hour and approximately 30 percent lower than the weekday evening peak hour. As such, analyses for Saturday traffic conditions were not completed. Figure 4 illustrates the existing peak hour traffic volumes. Copies of the traffic count summary sheets are included in the Appendix. , Gas Station McHe KlwOAI*,tk McHenryty, Illinois 4A �4A V Ln N O 4l ' 0 (0) (21 1 t i 4 (0) 121 8 M 19 N 1 to. 0" A u ^ L O 00 in Inc 4 (► in %o � N4Dw u N, esj! rf,�oj yr LEGENp 00 -WEEKDAY MORNING PEAK HOUR (6:45-7:45 AM) (00) -WEEKDAY AFTERNOON PEAK HOUR (2:00-3:00 PM) 1001 - WEEKDAY EVENING PEAK HOUR (3:454:45 PM) (00> - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM) Proposed Speedway >C ;a O N oc 22 (17) 1201 16 (10) [61 NOT TO SCALE SHO t r DRIVE ^^ Q� �o BRITTANY DRIVE i N04 ; ^ e 4- 2 (U [3) ! ► 4- 3 12) (11 f- 14 12) (41 , i-- 9 (4) 141 SHERMAN t r DRIVE t N Q \J u u v 4— 1 A13 (13) 131 .�cm j-- 42 (26) (131 N Go 41- 38 (15) [111 •� 126 (40) (451 t r pq� r �. q acm ccqcC� S DR VE ti N CD Gas Station I Existing Traffic Volumes McHenry, Illinois i�] J.q. ww.' _ Job No: 18-044 Figure: 4 S Gap Study Results A gap study was also conducted on Thursday, February 22, 2018 during the weekday morning and weekday evening peak hours along IL Route 120 at the location of the proposed full movement access driveway to determine the availability of gaps or interruptions in the IL Route 120 traffic stream. Gaps in the westbound direction on IL Route 120 allow traffic to turn left from IL Route 120 onto the proposed access driveway and right from the proposed access driveway onto IL Route 120. Additionally, gaps in both directions on IL Route 120 allow traffic to turn left from the proposed access driveway onto IL Route 120. The critical gap and follow-up gap periods required to turn to and fiom IL Route 120 were based on information provided in the Highway Capacity Manual (HCM) published by the Transportation Research Board (TRB). Table 1 summarizes the results of the gap study. As can be seen, the results indicate that numerous gaps are available in the traffic stream to accommodate turning movements. Table 1 GAP STUDY RESULTS — IL ROUTE 120 AT PROPOSED ACCESS DRIVE Weekday Morning 956 6:45 — 7:45 A.M. 524 253 Weekday Evening 834 3:45 — 4:45 P.M. 451 238 Speedway Gas Station ICA�.�i�i HcHemy, Illinois 9 11 Crash Analysis KLOA, Inc. obtained crash data fiom IDOT for the most recent available five yeais (2011 to 2015) for the intersections of IL Route 120 with Ringwood Road, Ringwood Road with the Parkland Middle School Access Drives and the roadway segment of Ringwood Road between Sherman Drive and Shore Drive. The crash data for the intersection of IL Route 120 with Ringwood Road is summarized in Table 2. A review of the crash data indicated the following: • The intersection of IL Route 120 with Ringwood Road experienced an average of seven crashes per year. , • The intersections if Ringwood Road with the Parkland Middle School access drives experienced only two crashes between 2011 and 2015. • The roadway segment of Ringwood Road between Sherman Drive and Shore drive experienced only two crashes between 2011 and 2015. • No fatalities were reported at any of the study area intersections. Table 2 IL ROUTE 120 WITH RINGWOOD ROAD — CRASH SUMMARY 2011 0 0 0 4 1 2 0 7 2012 0 0 1 3 1 3 0 8 2013 2 0 0 3 1 2 0 8 2014 0 2 0 2 1 1 0 6 2015 1 0 0 2 0 3 0 6 Total 3 2 1 14 4 11 0 35 Average < 1 < 1 < 1 2.8 < 1 2.2 0 7 DISCLAIMER: The motor vehicle crash data referenced herein was provided by the Illinois Department of Transportation. Any conclusions drawn from analysis of the aforementioned data are the sole responsibility of the data recipient(s). Speedway Gas Station A1cHen►y, Illinois 10 KALORM In order to properly evaluate future traffic conditions in the surrounding area, it was necessary to determine the traffic characteristics of the proposed development, including the directional distribution and volumes of traffic that it will generate. Proposed Site and Development Plan F As proposed, the site will be developed with a Speedway P p y gas station with 16 passenger vehicle fueling positions, two (2) truck fueling positions and an approximately 4,600 square -foot convenience store. Access to the development will be provided via the following: A full movement access drive off IL Route 120 that will be located approximately 525 feet west of Ringwood Road/Curran Road. This access drive will provide one inbound lane and one outbound lane with turning radii large enough to accommodate truck turning maneuvers. Outbound movements will be under stop -sign control. This access drive will serve the passenger vehicle fueling positions, truck fueling positions and the convenience store. It should be noted that this access drive is located as far west on the site as feasible to provide maximum spacing fiom the signalized intersection of IL Route 120 with Ringwood Road/Curran Road while maintaining sufficient corner radii. An outbound only access drive off Ringwood Road that will be located approximately 400 feet north of IL Route 120 and 150 feet south of the Parkland Middle School southerly access drive. This access drive will provide one outbound lane that will be wide enough to accommodate exiting truck movements onto Ringwood Road that will be restricted to right -turns only. Outbound movements will be under stop -sign control. This access drive will serve the truck fueling positions. A right-in/right-out access drive that will be located approximately 225 feet north of IL Route 120 and 325 feet south of the Parkland Middle School southerly access drive. This access drive will provide one inbound lane and one outbound lane with turning movements restricted to right -turns only via a raised triangular island median and appropriate signage. Outbound movements will be under stop -sign control. This access drive will provide access to passenger vehicle fueling positions and convenience store only and will limit the on -site interaction between passenger vehicles and trucks. A site plan depicting the proposed development layout, access and intersection improvements is included in the Appendix. Directional Distribution The directions from which customers and employees of the proposed Speedway gas station will approach and depart the site were estimated based on existing travel patterns, as determined from the traffic counts. Figure 5 illustrates the directional distribution of the development -generated traffic. Speedway Geis Station KAL041M McHenry, Illinois 11 G on zc N NOT TO SCALE SHORE DRIVE BRITTANY GNESgpFq OR►bF kF SHERMAN DRIVE Ln pq�jr �% -- SITE q c� SD SCHOOL 0RIvE �! ti .` Ln • N S2S� ♦•`' N z LEGEND Q p 120 00% - PERCENT DISTRIBUTION i\C) 00' - DISTANCE IN FEET U cc Proposed Speedway Gas Station Estimated Directional Distribution K,.,,,�,,,�,w,,�,,•,,�. McHenry, Illinois Job No: 18-044 Figure: 5 12 Peak Hour Traffic Volumes The number of peak hour hips estimated to be generated by the proposed Speedway gas station was based on vehicle trip generation rates contained in Trip Generation Manual, 9'h Edition, published by the Institute of Transportation Engineers (ITE). The "Gas Station with Convenience Store" (Land -Use Code 945) rate was used for the passenger vehicle fueling positions. The trip fueling positions was based on information previously generation for the tuck t the fuelin of one truck takes approximately 15 minutes. As such, two tuck fueling indrstations cates aw ill process approximately eight trucks per hour. It is important to note that surveys conducted by ITE have shown that approximately 60 percent of trips made to gas stations are diverted from the existing traffic on the roadway system inclusive of both passenger vehicles and trucks. This is particularly true during the weekday morning and evening peak hours when traffic is diverted from the home -to -work and work -to -home trips. Such diverted trips are referred to as pass -by traffic. As such, a 60 percent pass -by reduction was applied to the trips projected to be generated by the proposed development. Table 3 summarizes the trips projected to be generated by the proposed development and Table 4 summarizes the equations utilized fiom the ITE Trip Generation Manual. Table 3 PROJECTED SITE -GENERATED TRAFFIC VOLUMES Gas Station with 945 Convenience Store (16 Fueling Positions) 2 Truck Fueling Positions 60%Pass-By Reduction 82 81 163 108 108 216 2,604 8 8 16 8 8 16 384 -54 -54 -108 -70 -70 -140 -1,792 Total New Trips 36 35 71 Table 4 PROJECTED SITE -GENERATED TRAFFIC VOLUMES - Gas Station with 945 Convenience Store T = 10.16(X) (Fueling Positions) = Number of Trips X = Fueling Pnsirin"c Speedway Gas Stalio» McHenry, Iili,rois 13 46 46 92 1,196 TIONS T=13.51(X) T=162.78(X) The total projected traffic volumes include the existing traffic volumes, increase in background traffic due to growth, and the traffic estimated to be generated by the proposed subject development. Development Traffic Assignment The estimated weekday morning and evening peak hour traffic volumes that will be generated by the proposed development were assigned to the roadway system in accordance with the previously described directional distribution (Figure 5). Figure 6 illustrates the traffic assignment of the new passenger vehicle trips and Figure 7 illustrates the traffic assignment of new truck trips generated by the proposed development. Figure 8 illustrates the traffic assignment of the pass -by trips generated by the proposed development. Background (No -Build) Traffic Conditions The existing traffic volumes (Figure 4) were increased by a regional growth factor to account for the increase in existing traffic related to regional growth in the area (i.e., not attributable to any particular planned development). Based on ADT projections provided by the Chicago Metropolitan Agency for Planning (CMAP) in a letter dated March 8, 2018, an increase of approximately one percent per year for six years (buildout year plus five years) was applied to project Year 2024 conditions. A copy of the CMAP 2040 projections letter is included in the Appendix. Total Projected Traffic Volumes The development -generated traffic (Figures 6, 7 and 8) were added to the existing traffic volumes increased by a regional growth factor to determine the Year 2024 total projected traffic volumes as illustrated in Figure 9. Sheedtit-ay Gas Station ICLORM McHenpy, Illinois 14 Proposed Speedway Gas Station McHenry, Illinois New Site Traffic Volumes 15 ALE Job No: U-044 Figure: 6 C OQ zc N NOT TO SCALE ORE DRIVE BRITTANY GNESApF DRIVE dVbF qkF , SHERMAN SITE p Ak aCCl�s 5 SCHOOL N z 120 LEGEN c Q 00 -WEEKDAY MORNING PEAK HOUR (6:45-7:45 AM) cc a (00) - WEEKDAY AFTERNOON PEAK HOUR (2:00-3:00 PM) V Proposed Speedway Gas Station New Truck Traffic Volumes McHenry, Illinois Job No: 1e•044 Figure: 7 16 EGE 00 -WEEKDAY MORNING PEAK HOUR (6:45-7:45 AM) (00) - WEEKDAY AFTERNOON PEAK HOUR (2:00-3:00 PM) Proposed Speedway Gas Station Pass -By Site Traffic Volumes McHenry, Illinois 17 NOT TO SCALE K�Np Li�EprM,Ol W 11.6owv.Ne. Jon No: 18.044 Figure: 8 0 ti O o� 0(2) t 4 (2) -� o 4 - 22 120) f- 16 16) SHORE t f* DRIVE §� `3 v� JQ '1 N RRITTOIUV L 2 (3) •� f 14 N) St t •� N ! i M1 Q N 4-13(3l a lei t .) 42 (13) �o �. CDP v v SITE j' % �` NN FJ 1 i` Cn ao �- �n ao Ln Y N Q 01 ti cc 4z 00 -WEEKDAY MORNING PEAK HOUR (6:45-7:45 AM) NO (00) -WEEKDAY AFTERNOON PEAK HOUR (2:00-3:00 PM) I. - as �. N NOT TO SCALE t- 3 (1) 9(4) t r a@ tip N Proposed Speedway Gas Station 2024 Total Projected Traffic Volumes K , McHenry, Illinois Job ffo: 18.014 Figure: 9 18 The following provides an evaluation conducted for the weekday moaning and weekday evening peak hours. The analysis includes conducting capacity analyses to determine how well the roadway system and access drives are projected to operate and whether any roadway improvements or modification are required. Traffic Analyses Roadway and adjacent or nearby intersection analyses were performed for the weekday morning and weekday evening peak hours for the existing (Year 2018) and Year 2024 total projected traffic volumes. The traffic analyses were performed using the methodologies outlined in the Transportation Research Board's Higlnvay Capacity Manual MM), 2010 and analyzed using the Synchro/SimTraffic 9 soflivare. The analysis for the traffic -signal controlled intersections were accomplished using actual cycle lengths, phasings and offsets to determine the average overall vehicle delay and levels of service. Synchro/SimTraffrc 9 software was utilized to accurately represent the operations of the existing and proposed unsignalized intersections within proximity of the signalized intersection of IL Route 120 with Ringwood Road/Curran Road. The analyses for the unsignalized intersections determine the average control delay to vehicles at an intersection. Control delay is the elapsed time from a vehicle joining the queue at a stop sign (includes the time required to decelerate to a stop) until its departure from the stop sign and resumption of flee flow speed. The methodology analyzes each intersection approach controlled by a stop sign and considers traffic volumes on all approaches and lane characteristics. The ability of an intersection to accommodate traffic flow is expressed in terms of level of service, which is assigned a letter from A to F based on the average control delay experienced by vehicles passing through the intersection. The Highway Capacity Manual definitions for levels of service and the corresponding control delay for signalized intersections and unsignalized intersections are included in the Appendix of this report. Summaries of the traffic analysis results showing the level of service and overall intersection delay (measured in seconds) for the existing and Year 2024 total projected conditions are presented in Tables 5 through 7. A discussion of each intersection follows. Summary sheets for the capacity analyses are included in the Appendix. Speedway Gas Skatiar McNemry, I/ll)JO1S 19 KIWORM Table 5 �APACITY ANALYSIS RESULTS - IL ROUTE 120 WITH RINGWOOD ROAD/CURRAN ROAD - SIGNALIZED Weekday B C B C B E C C Morning 16.4 27.0 14.6 23.0 19.0 57.6 29.6 28.7 C - 29.5 Peak Hour C - 26.1 C - 22.6 D - 52.5 C - 29.2 Weekday B C B C C D C C Evening 15.9 26.1 16.0 26.2 21.9 50.2 30.7 33.6 C - 29.7 Peak Hour C - 25.2 C - 25.0 D - 45.8 C - 32.3 Weekday B C B C B E D C Morning 16.8 27.5 14.1 24.6 20.0 63.0 38.2 31.3 C - 32.1 Peak Hour C-26.5 C-24.1 E-56.8 C-35.0 Weekday B C B C C D D C Evening 16.9 27.0 16.7 28.1 22.5 51.7 37.8 34.3 C - 31.4 Peak Hour C - 26.0 C - 26.8 D - 46.8 D - 35.9 Letter denotes Level of Service L - Left -Turns R- Right -Turns Delay is measured in seconds. T - Through ay Gas Station ArLoAxhk.IcHen Table 6 CAPACITY ANALYSIS RESULTS EXISING CONDITIONS — UNSIGNALIZED Ringwood Road with Parkland School South Access Drive • Westbound Approach F 72.0 C 20.4 • Southbound Left -Turns A 9.2 A 9.0 Ringwood Road with Parkland School North Access Drive • Westbound Approach C 18.8 C 15.9 Ringwood Road with Sherman Drive • Westbound Approach B 14.4 B 14.2 • Southbound Left -Turns A 7.8 A 8.3 Ringwood Road with Chesapeake Drive • Eastbound Approach B 10.9 B 10.3 • Northbound Left -Turns A 8.2 A 8.0 Ringwood Road with Brittany Drive • Westbound Approach B 13.4 C 15.2 • Southbound Left -Turns A 7.8 A 8.3 Ringwood Road with Shore Drive • Westbound Approach B 11.9 B 13.3 • Southbound Left -Turns A 7.7 A 8.5 LOS = Level of Service Delay is measured in seconds. Note: All intersections operate under two-wav stop sign enntrnt e tray Gas Station AICHe�rKZO,�M McH� y, Illinois 21 Table 7 CAPACITY ANALYSIS RESULTS YEAR 2024 PROJECTED CONDITIONS — UNSIGNALIZED Ringwood Road with Parkland School South Access Drive • Westbound Approach F 105.8 C 22.4 • Southbound Left -Thins A 9.4 A 9.2 Ringwood Road with Parkland School North Access Drive • Westbound Approach C 21.3 C 17.0 Ringwood Road with Sherman Drive • Westbound Approach C 15.5 C 15.0 • Southbound Left -Turns A 7.9 A 8.4 Ringwood Road with Chesapeake Drive • Eastbound Approach B 11.2 B 10.5 • Northbound Left -Turns A 8.3 A 8.1 Ringwood Road with Brittany Drive • Westbound Approach B 14.3 C 16.2 • Southbound Left -Turns A 7.9 A 8.5 Ringwood Road with Shore Drive • Westbound Approach B 12.5 B 13.9 • Southbound Left -Turns A 7.8 A 8.6 IL Route 120 with Proposed Full Movement Access Drive • Southbound Approach C 16.6 C 22.8 • Eastbound Left -Turns A 8.9 B 10.2 Ringwood Road with Proposed Outbound Only Truck Access Drive • Eastbound Approach B 14.9 B 10.9 Ringwood Road with Proposed Right-In/Right-Out Access Drive • Eastbound Right -Turns B 12.3 B 11.2 LOS = Level of Service Delay is measured in seconds. Note: All intersections operate under two-way stop sign control Speedway Gas Station McHenuy, Illinois 22 law 041 M •r� Discussion and Recommendations The following summarizes how the intersections are projected to operate and identifies any roadway and traffic control improvements necessary to accommodate the development -generated traffic. IL Route 120 with Ringwood Road/Curran Road The results of the capacity analysis indicate that overall this intersection currently operates at level of service (LOS) C during the weekday morning and weekday evening peak hours. Furthermore, the eastbound and westbound approach currently operate at LOS C during both peak hours and the northbound and southbound approaches currently operate at LOS D or better during the peak hours. It should be noted that the existing 956' percentile queues for the southbound left -turn movements are currently approximately 240 feet long during the weekday morning peak hour which extend beyond the existing 190 feet of storage and are approximately 130 feet long during the weekday evening peak hour. These queues are consistent with the field observations which show that they clear the intersection every cycle. Under Year 2024 projected conditions, this intersection is projected to continue operating at LOS C during the weekday morning and evening peak hours with increases in delay of approximately three and two seconds, respectively. The eastbound and westbound approaches are projected to continue operating at LOS C during the peak hours with increases in delay of approximately two seconds or less. The northbound and southbound approaches are projected to continue operating at LOS D or better during the peak hours with the exception of the northbound approach during the weekday morning peak hour which is projected to operate on the threshold of LOS D/E. The 951 percentile queues for the southbound left -turns are projected to be approximately 330 feet (three to four car lengths longer than existing conditions) during the weekday morning peak hour. However, the projected increase in the 951 percentile queues are a result of the existing southbound left -turn movements and the projected background growth as the proposed development is only projected to increase the southbound left -turn movements by three percent during the weekday morning peak hour (versus six percent growth). The 95' percentile queues for the southbound left - turn movement are projected to be approximately 170 feet (one to two car lengths longer than existing conditions) during the weekday evening peak hour which will continue to be contained within the existing left -turn lane storage. Furthermore, the 951h percentile queues for the southbound through/right-turn lane are projected to be approximately 250 feet during the weekday morning peak hour and approximately 210 feet during the weekday evening peak hour which are increases of approximately one car length over existing conditions. Overall, these queues will not have an impact on the operations of the access system serving Speedway gas station due to the physical and operational restriction of these drives to right -turns and/or outbound movements only, Furthermore, these queues will not extend to the Parkland Middle School southerly access drive. During both peak hours, the 951` percentile queues for the eastbound left -turn movements are projected to continue to be contained within the existing 145 feet of left -turn storage and the 95`s percentile queues for the eastbound through lanes are projected to be approximately 225 feet which will not extend to the proposed location of the full movement access drive. Speedway Gas Station KALORM McHenry, Illinois 23 Ringwood Road with Parkland Middle ScI►ool Access Drives The results of the capacity analysis indicate that outbound movements from the southerly Parkland Middle School access drive currently operate at level of service (LOS) F during the weekday morning peak hour and at LOS C during the weekday evening peak hour. The LOS F experienced during the weekday morning peak hour is expected due to the surge of traffic during the morning drop-offperiod prior to the start of the school day. Outbound movements from the Parkland Middle School northerly access drive currently operate at LOS C during the weekday morning and evening peak hours. Under Year 2024 conditions, outbound movements from the Parkland Middle School access drives are projected to continue operating at existing levels of service and the southbound left -turn movements onto the southerly access drive are projected to continue operating at LOS A during both peak hours with increases in delay of less than one second and 951h percentile queues of one to two vehicles. As such, the proposed development traffic is projected to have a limited impact on the operations of the Parkland Middle School access system and no roadway or traffic control improvements will be required. Ringwood Road with Shernran Drive The results of the capacity analysis indicate that the westbound (Sherman Drive) approach currently operates at LOS B during the weekday morning and weekday evening peak hours. Under Year 2024 conditions, the westbound approach is projected to continue operating at LOS C during the weekday morning and evening peak hours with increases in delay of approximately one second. Furthermore, the southbound left -turn movements onto Sherman Drive are projected to continue operating at LOS A during both peak hours with increases in delay of less than one second and 95" percentile queues of one to two vehicles. As such, the proposed development generated traffic will have a limited impact on the operations of this intersection and no roadway or traffic control improvements will be required. Ringwood Road rvidr Chesapeake Drive The results of the capacity analysis indicate that the eastbound (Chesapeake Drive) approach currently operates at LOS B during the weekday morning and evening peak hours. Under Year 2024 conditions, the eastbound approach is projected to continue operating at level of service B during both peak hours with increases in delay of less than one second. Furthermore, northbound left -turn movements are projected to continue operating at LSO A during both peak hours with increases in delay of less than one second and 95t' percentile queues of one to two vehicles. As such, the proposed development traffic is projected to have a limited impact on the operations of this intersection and no roadway or traffic control improvements will be required. Speedway Gas Strrlion McHenry, Illinois 24 ff1w04� Ringwood Road with Brittany Drive The results of the capacity analysis indicate that the westbound (Brittany Drive) approach currently operates at LOS B during the weekday morning peak hour and at LOS C during the weekday evening peak hour. Under Year 2024 conditions, the westbound approach is projected to continue operating at existing levels of service during both peak hours with increases in delay of approximately one second. Furthermore, southbound left -turn movements are projected to continue operating at LOS A with increases in delay of less than one second and 95`h percentile queues of one to two vehicles. As such, the proposed development generated traffic will have a limited impact on the operations of thus intersecd3n and no roadway or traffic control improvements will be required. Ringwood Road with Shore Drive The results of the capacity analysis indicate that the westbound (Shore Drive) approach currently operates at LOS B during the weekday morning and weekday evening peak hours. Under Year 2024 conditions, the westbound approach is projected to continue operating at existing levels of service with increases in delay of less than one second. Furthermore, the southbound left -turn movements are projected to continue operating at LOS A during the peak hours with increases in delay of less than one second and 95'h percentile queues of one to two vehicles. As such, the proposed development generated traffic will have a limited impact on the operations of this intersection and no roadway or traffic control 'improvements will be required. IL Route 120 with the Proposed Full Movement Access Drive The results of the capacity analysis indicate that outbound movements from the proposed full movement access drive onto IL Route 120 are projected to operate at LOS C during the weekday morning and weekday evening peak hours with 95a' percentile queues of one to two vehicles. Furthermore, as shown in the following section, adequate gaps exist in the IL Route 120 traffic stream to accommodate the turning movements to/from IL Route 120. Eastbound left -turns onto the access drive are projected to operate at LOS B or better during the peak hours with 95t` percentile queues of one to two vehicles. In order to better accommodate eastbound left -turns onto the proposed access drive, the existing striped median along IL Route 120 should be restriped to provide an exclusive left -turn lane. Per turn lane design guidelines published in the IDOT Bureau of Design and Environment (BDE) Manual, this turn lane should provide 215 feet of storage and 220 feet of taper. Additionally, when the projected traffic volumes are compared to the turn lane warrant guidelines published in Chapter 36 of the IDOT BDE Manual, an exclusive right -turn lane serving the proposed access drive will not be warranted during either peak hour. As such, the proposed full movement access drive will be adequate in accormmodating the traffic projected to be generated by the proposed development and will provide efficient and flexible access. Speedway Gas Station McHen►y, Illinois 25 Ringwood Road with the Proposed Outbound Only Ti-uckAccess Drive The results of the capacity analysis indicate that outbound movements from the truck only access drive are projected to operate at LOS B during the weekday morning and weekday evening peak horns. As previously indicated, this access drive will be wide enough to accommodate truck turning maneuvers fi-om the access drive onto Ringwood Road and will be charmelized to direct outbound truck movements toward IL Route 120 (right turns only). As such, this access drive will be adequate in accommodating the truck traffic projected to be generated by the proposed development and will provide efficient and flexible access. Ringwood Road with t/te Proposed Right In/Right-Out Access Drive The results of the capacity analysis indicate that outbound movements from the proposed right- in/right-out access drive are projected to operate at LOS B during the weekday morning and weekday evening peak hours with 95's percentile queues of one to two vehicles. Additionally, when the projected traffic volumes are compared to the turn lane warrant guidelines published in Chapter 36 of the IDOT BDE Manual, an exclusive right -turn lane serving the proposed access drive will not be warranted during either peak hour. As such, the proposed right-in/right-out access drive will be adequate in accommodating the traffic projected to be generated by the proposed development and will provide efficient and flexible access. Gap Study Evaluation Table 8 shows the number of available gaps compared to the number of required gaps that are needed to accommodate the projected traffic turning between IL Route 120 and the proposed full movement access drive. As shown in Table 11, there are more than sufficient gaps in traffic to accommodate the eastbound left turns fiom IL Route 120 onto the proposed access driveway, southbound right turns onto IL Route 120, and the southbound left turns onto IL Route 120 during both the weekday morning and weekday evening peak hours of adjacent roadway traffic. This indicated that the intersection of IL Route 120 with the proposed full movement access drive will operate adequately. Table 8 GAPS AT INTERSECTION OF IL ROUTE 120 WITH PROPOSED ACCESS Eastbound Left Turns 956 32 834 7 Southbound Right Turns 524 20 451 34 Southbound Left Turns 253 21 238 25 Speed►vqy Gas Station KZO&M McHenry, Illinois 26 Based on the preceding analyses and recommendations, the following conclusions have been made: • The traffic projected to be generated by the proposed Speedway gas station will be reduced due to pass -by or diverted hips fiom the existing traffic on IL Route 120. ,(k • The proposed development -generated traffic and proposed access system will4"'i have a limited impact on the operations of the roadway system, including the existing access system serving Parkland Middle School. • During the afternoon dismissal surge of Parkland Middle School, traffic traversing the intersection of IL Route 120 with Ringwood Road/Curran Road is approximately 30 percent less than the weekday evening peak hour. Additionally, all major dismissal activity occurs over an approximately 30-minute period. • The proposed access system will be adequate in accommodating the traffic projected to be generated by the proposed development and will limit the number of conflicts between passenger vehicle and truck generated trips while providing efficient and flexible access. • When the projected traffic volumes are compared to the turn lane-warzant guidelines published in Chapter 36 of the IDOT BDE Manual, an eastbound left -turn lane on IL Route 120 serving the proposed full movement access drive will be warranted during both peak hours. This left -turn lane can be accommodated via restriping the existing median along IL Route 120. • Adequate gaps exist in the IL Route 120 traffic stream to accommodate the projected left and/or right turning movements to/from the proposed full movement access drive. SpeedwayGas Station McHenry, KLORM McHenryy,, Illinois 27 Appendix Traffic Count Summary Sheets Site Plan Level of Service Criteria Capacity Analysis Summary Sheets Traffic Count Summary Sheets P P U41 H �n m a u. �j Ny � N H J. a �. !! p N H N H S♦± Y H Hd N� Ny bs N N N Oio N99 O Nyy E '� Ay f! W a N Hp !yyn Spp x V w Jw y y �y Oyy Uyy J♦lo )a� by my yHy yNy O O OD O O O O O O O O O O O O 0 O O O O• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ( NNO a g�YBgSo:��m�m4$�SYY{�odSLlC""GG �NN N P� N aD O N� N O N W W O tl N J• � O W p Y. � N�♦ y p W 0 '. P S N� o O O O O O U O O O O O O O O O O O O O O O O O O O O O O O O O O O O O R S o a IO S O O� N Y S p O� V� N A �` i+ 0 Y H' W� J fJ O o O V S�• 41 P V ���` D O O O O O 0 0 0 O O 0 O O O O O O O O O O. O O O O O O O O O O O O O J% g N V N+ S N .Wa P O H 0 f; u• P .O !• O N V W O N N tO O W O V N N W 5iu+&'# i ¢ i S o 9 Sr 5 S g A i r ��+m"�'iC�SSNG'�iC8�8af5�'g�'�3' �"S Rt�'a:,�`�'CJSigS3d� •�' � ]1 O O O O O O D O OO O O O O U O D 0 0 0 0 0 0 0 0 0 0 x w 10.0.0.0 i5 ii d o S 10.0 K'i Yw' �i F 0+ g °ni tii is CD c� CD .0.0.0 .0 j 0 0 0 0 0 0 0 0 0 0 0 0+ 0 0 0 0 0 0 0 0 0+ 0 0 0 0 0 0 0 0 0 0 • Y N � � A 10 to '�' S !fi ki + $ N + V N � V N N Yn a i N �'i � E3 + Y' $' ti 0. N G P • NN P 0 ro.p NN 3 W NN p N� �pp P yy NN 0 0 NN NN 0 P JJ O V p� pp fi W� N W N•& WW N m� NN N VV 0 Af NN p P Iy.� (� 3 H+ Y1 A O O O O O O U O o O O O O O 0 O O D D O D O D O O O O O O O O O O O O P • O O V P.14 N V I N 0♦ O $ !V. P+ J N S 0 .+p • J P V SIR 1� In Ja! 0 p S L Y 0 0 0 0 0 0 0 n 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 F3Y�C�LGg�SiS� � L �G�ffiSi �i8 �12W. kt&4�;;SSim Yi3Yd�NTTwovvm . N V H N N N N� N O a 0� P� N P� p tp p♦. p� 0 P P O m W +O b J N N V� A S E S U O O O O O O O U 0 0 0 0 0 0 0 0 0 0 0 0 0. O U D 0 0 0 0 0 0 0 0 0 0 laaC�''o4S$��[`JJ�q�y8�.a� 44a a BE� :a8b&1�(aJaop{.mttlPg H Ovf!1 +d§IqlsIAl+ 1 H WS O H' I-IiA N III p A a N fJ P 0 � m o v� r ccC^ C G O = R-Q to a@ o O=3 O p Hourly Total 0 10 167 11 D 188 0 41 277 102 0 -420 0 25 59 36 0 120 0 67 50 12 0 129 867 1Y:00 PM 0 5 120 4 0 129 0 21 82 43 0 148 0 3 32 8 0 43 Or 48 31 14 0 91 409 12:15 PM 0 5 104 9 0 118 0 22 107 38 0 167 0 8 28 22 0 54 0 44 27 11 0 82 421 12:30 PM 0 4 84 5 0 93 0 i9 92 43 0 154 1 4 31 26 0 62 0 43 32 8 a 81 390 12AS PM 0 8 114 2 0 122 0 21 107 40 0 188 0 3 27 22 0 52 0 28 33 2 0 63 405 Hou Total 0 20 422 20 0 462 0 83 388 154 0 - 035 -.11- 16 lie 78 - 0 -211 . 0 161 123 33 0 317 1625 1:00 PM 0 3 77 9 0 89 0 14 98 47 0 159 0 4 28 19 0 51 0 44 31 2 0 77 378 1:15 PM a 5 129 5 0 139 0 23 97 48 0 188 0 7 28 17 0 52 0 35 27 8 0 68 427 1:30 PM 0 3 91 3 0 97 0 14 111 50 0 175 0 2 22 i8 0 42 0 30 25 7 0 82 376 1:45 PM 0 8 99 1 0 108 0 25 75 45 0 146 0 4 34 15 0 53 0 30 22 5 0 68 m Hail Total 0 19 -3" 18 0 433 a 76 381 i90 0 - - 447 _ --0 - .17 112 --- 49 0 - 198 - 0 140 106 20 0 273 1551 Grand Total 0 318 4148 250 0 4733 0 e91 4103 lase 0 6480 3 320 1269 722 0 2314 0 1580 1231 280 0 3071 16578 A oaeh % 0.0 6.7 87.6 5.7 0.0 10.7 63.6 25.8 - 0.1 13.0 54.0 312 0.0 51.4 40.1 8.5 Told % 0.0 1.9 25.0 1.0 - 28.6 0.0 42 24.7 10.0 39.0 0.0 1.9 7.7 4.4 - 14.0 0.0 9.5 7.4 1.6 18.5 Light; 0 291 3954 245 - 4500 0 675 3926 1827 8227 2 284 1249 703 2238 0 1335 1205 232 2972 15937 % Ughts - 91.5 95.0 91.1 95.1 97.7 95.7 97.7 96.4 85.7 88.8 98A 97.4 9b.7 972 97.9 02 96.8 96.1 Busas 0 20 82 18 120 0 11 93 23 127 1 25 12 11 49 0 29 12 19 80 356 %Busaa 63 2.0 6.7 - 25 - 1.6 2.3 1A 2.0 33.3 7.8 0.9 15 2.1 1.8 1.0 7.3 20 2.1 Sin to -Unit Tnxks 0 3 58 0 59 0 4 55 13 - 72 0 7 7 8 22 0 18 13 3 32 185 Trucks %rucks T 0.9 1.4 0.0 - 12 - 0.6 1.3 0.8 - 1.1 0.0 22 0.0 1.1 - 1.0 - 1.0 1.1 121.0 1.1 Articulated Trucks D 4 43 6 - 53 0 1 30 3 34 0 4 1 0 5 O 0 1 6 7 99 %ANculotod Trucksla 13 1.0Z2 - 1.1 _ 0.1 0.7 0.2 - 0.5 0.D 1.3 0.1 0.0 - 02 - 0.0 0.1 2.3 - 02 0.8 Bicycles on Road 0 0 1 0 - 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 % Bon Road Road 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 Podostnens - 0 - - 0 - 0 0 % Poda^..htana _ Ke ' Lindgren O'Hara Aboona, Inc. 955 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518.9990 Ti minn Mnvamanf Paak Wnlit Bata to-d5 ARAI Count Name: IL 120 and Ringwood Site Code: Start Date: 02/22/2018 Page No: 3 Stet Thm U-Tum left IL 120 EaAbourd TMu RI9M Pads T• Total U-Tum LaR IL 120 Wes2ou d Thru Rlpht Peds ADP. Tod U-Tun Left Curan Rood Nor Mound Tlw Riyd Pads AP0. ToW U-Tun Left Rl VMW Road SouOWound TMr RI9M Peds Tod M i1L Togl 6:45 AM 0 8 143 5 0 155 0 2 85 38 C 123 0 12 28 21 0 61 0 64 25 5 0 94 434 7:OOAM 0 17 181 6 0 154 0 7 70 e8 0 145 0 11 38 21 0 70 0 78 59 7 0 1" 543 7:15 AM 0 23 151 1 0 175 0 9 93 90 0 182 0 7 64 25 0 97 0 78 54 19 0 151 am 7:30 AM 0 6 138 6 0 ISO 0 13 120 33 0 166 0 a 31 19 0 58 t, 46 54 10 0 110 484 Total 0 54 593 18 0 655 0 31 Sea 217 0 ale 0 38 161 87 0 205 0 286 192 41 0 499 20M - Approach % 0.0 0.1 a92 2.7 0.0 &0 59.7 352 0.0 13.3 56.3 30A 0.0 53.3 36.5 82 Total % 0.0 2.5 25.7 0.9 322 0.0 1.5 17.5 10.5 29.8 0.0 1.8 7.8 42 Ma 01 12.9 9.3 2.0 242 PHF 0.000 0.687 0.921 0.750 - 0.904 0.000 0.596 0.767 0.678 OMO MOOD 0.792 OAn 0.837 0.737 OA00 Od53 U14 0.539 0.825 OAS4 0 47 5e5 11 623 0 30 346 203 Sal 0 35 154 as 274 0 258 191 35 484 1952 % Liam - 97.0 95.3 61.1 93.7 96.8 94.8 93.5 94.3 92.1 95.7 97.7 no 97.0 99.5 85.4 97.0 95.0 Braes 0 8 17 6 29 0 1 10 9 20 0 0 7 1 a 0 a 1 6 15 72 % Bus" 11.1 2.9 33.3 4.4 - 32 2.7 4.1 32 0.0 4.3 1.1 28 3.0 0.5 14A 3.0 3.5 Urit Truela 0 1 6 0 - 7 0 0 5 4 9 0 1 0 1 2 0 0 0 0 0 18 x' "J ft Tn+da ' 1.9 1.0 0.0 - 1.1 - 0.0 IA 1.8 - 1.5 - 2.6 0.0 1.1 - 0.7 - 0.0 0.0 0.0 0.0 0.9 Arlhdated Tna:W 0 0 5 1 6 0 0 5 1 8 0 2 0 0 2 0 0 0 0 0 14 y' dadwd T 0.0 0.3 5.6 - 0.9 - 0.0 1A 0.5 - 1A - 5.3 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.7 Skydw on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bad Road Road 0.0 0.0 0.0 - D.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 - 0.0 0.0 Pedeshl" 0 0 0 0 % Pedeetrlarn AUAab Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518.9990 Tumina Movement Peak Hour Data (2:00 PM) Count Name: IL 120 and Ringwood Site Code: Start Nate: 02/22/2018 Page No: 4 SwMne U-Tum Left IL 120 EastbouM Ttru RW Peels T W U-Turn Left - lL 120 Westbound Ttwu RI9M Pads = U•Tum Left Curran Road' NoNrioutd TMu Rbytt Pads ;% U-Turn Left R ftwood Road southbOWA Ttsu Ri9M Pads T W 9d.ToW zoo PM 0 13 63 7 C 103 0 15 97 40 0 152 0 9 25 15 0 49 0 26 14 4 0 46 360 2:15 PM 0 12 54 6 0 104 0 10 106 55 0 173 0 6 35 13 0 55 0 So 27 6 0 e5 416 230 PM 0 9 104 3 0 116 0 14 121 37 0 172 0 11 34 15 0 60 0 50 31 9 0 90 436 Z45 PM 0 12 140 9 0 161 0 19 96 S6 0 171 0 5 27 20 C 52 CL 42 19 10 0 71 455 TOW 0 46 411 27 0 464 0 Se 422 166 0 we 0 33 121 63 0 217 0 170 91 31 0 292 1661 A % 0.0 95 54.9 SA 0.0 6.7 632 26.1 ao 152 S5.6 29.0 0.0 S62 312 10.6 TOW % 0.0 26 24.7 1.6 29.1 0.0 3.S 25.4 11.3 402 0.0 2.0 7.3 3.3 111 0.0 102 5.5 1.9 17.6 PHF 0.000 CASS 0.734 0.750 0.752 0.000 0.703 0.672 OA39 0.955 0.000 0.750 0.064 0.7W 0.904 0.000 0.650 0.734 0.775 0.911 0.913 0 35 377 27 439 0 56 403 163 644 0 31 11e 56 207 0 156 61 24 263 Ism % U9ft 7&1 91.7 100.0 90.7 100.0 95.5 97.3 96.4 93.9 975 921 95.4 92A 69.0 77.4 90.1 93.5 sum 0 9 16 0 27 0 0 6 4 10 0 2 2 3 7 0 7 6 3 16 62 % Buses 19.6 4.4 0.0 5.6 0.0 1.4 2.1 1.5 6.1 1.7 4.6 32 4.1 6A 9.7 62 17 Truft 0 1 6 0 9 0 0 6 0 6 0 0 1 2 3 0 5 2 2 9 29 % ing rat - 22 1.9 0.0 - 1.9 - 0.0 1.9 0.0 - 12 - 0.0 0.6 32 - 1A - 2.9 22 6.5 - 3.1 1.7 AdIculated Tricks 0 1 6 0 9 0 0 5 1 6 0 0 0 0 0 0 0 0 2 2 17 % ed T� 22 1.9 0.0 - 1.9 - 0.0 12 0.5 - 0.9 - 0.0 0.0 0.0 - OA - 0.0 0.0 6S - 0.7 1.0 BiWdes on Road 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 1' hoadRs on - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0A - 0.0 - 0.0 0.0 0.0 - 0.0- 0.0 0.0 0.0 0.0 ao PedesVWU D D 0 0 % PedesMens '41\A.b Kenigg Lindgren O'Hara Aboona, Inc. 6% W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Tumino Movement Peak Hour Data !3 45 PMl Count Name: IL 120 and Ringwood Site Code: Start Date: 02/22/2018 Page No: 5 SurtTkne U-Turn Left IL 120 Eastbound Tfw Rlyht Pads Ate• Totd U-Tum Lett IL 120 VVaatbound Thu Rlph Peds APR .ram U-Tun LeR Cruren Road Nord bound Thu RqM Pads APR Toby U-Tun Lab Rh wood Road SoNhbound Thu Right Pods 1% Told InL Tatd 3:45 PM 0 20 139 16 0 177 0 28 141 83 0 232 0 14 72 17 0 103 0 30 41 8 0 77 689 *00 PM 0 10 127 13 0 150 0 28 130 67 0 225 0 13 51 26 0 90 0 53 53 9 0 115 580 4:15 PM 0 12 131 15 0 158 0 25 179 58 0 263 0 12 52 20 0 84 0 50 35 4 0 89 594 4:30 PM 0 13 114 9 0 136 0 31 172 q 0 250 0 21 S5 20 0 96 0 46 44 9 0 99 551 Told 0 55 511 55 0 621 0 113 622 235 0 970 0 60 230 83 0 373 0 179 173 28 0 300 23" A % 0.0 8.9 82.3 8.9 0.0 11.6 "1 242 O.0 1&1 61.7 22.3 0.0 47.1 45.5 7.4 TOW % 0.0 2.3 21.8 2.3 - 25.5 0.0 4.8 26.5 10.0 41A 0.0 26 9.8 3.5 15.9 0.0 7.6 7.4 12 162 PHF 0.000 0.688 0.919 0.764 - OA77 0.000 OA11 0A89 0.877 - 0= 0.000 0.714 0.799 0.798 OAS 0.000 0.844 0.816 0.773 0.826 0A67 0 51 489 51 691 0 1.07 569 230 we 0 40 229 83 352 0 175 171 23 369 22W X Uqft 927 95.7 92.7 95.2 $4.7 94.7 97.9 95.5 66.7 99.6 100.0 94.4 97.8 96.8 W-1 97.1 25.5 Buses 0 3 9 4 16 0 4 24 4 32 0 18 0 0 18 0 3 1 5 9 75 %Buses 5.5 1A 7.3 - 2.6 3.5 3.9 1.7 3.3 30.0 0.0 0.0 4.6 1.7 0.6 17.9 24 32 ShOAMt 0 1 10 0 - 11 0 2 5 1 8 0 2 1 0 3 0 1 1 0 2 24 % " Trub- 1.II 2.0 0.0 - 1.8 - 1.0 OA 0.4 - OA - 3.3 0.4 0.0 - 0.8 - 0.6 0.6 OA - 0.5 1.0 ArbmAdodTrucks 0 0 3 0 3 0 0 4 0 4 0 0 0 0 0 0 0 0 0 0 7 %ArdcLtWA6 Trucks 0.0 0.6 0.0 - 0.5 - 0.0 0.6 0.0 - 0.4 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.3 SkWcles on Road 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %off - 0.0 0.0 0.0 - D.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 Pedosbian - 0 0 0 0 % Pedwtdars AQA2111% Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Turning Movement Peak Hour Data (17-iln PM1 Count Name: IL 120 and Ringwood Site Code: Start Date: 02/22/2018 Page No: 6 SDMTbm LLTun Left IL 120 Eastbound Ttsu �d Pods Tog1 tJ-Tun Lett LL 120 Wasmoinld TMu RIpM Pads M• Tod U-Tun _ LsR Cuffm Read Northband Thru RIpM PeM APO• ToW U-Tum l.eR RVg4md Road Soud6ound Ttru Rlyht Pads 1% Tod InLToW 12:00 PM 0 5 120 4 0 129 0 21 82 43 0 146 0 3 32 6 0 43 0 46 31 14 0 91 409 12.15 PM 0 5 104 9 0 118 0 22 107 38 0 167 0 6 25 22 0 54 0 44 27 11 0 62 421 12M PM 0 4 84 5 0 93 0 18 92 43 0 154 1 4 31 26 0 62 0 43 32 5 0 81 390 12:45 PM 0 6 114 2 0 122 0 21 107 40 0 158 0 3 27 22 0 52 0 28 33 2 0 63 405 TOW 0 20 422 20 0 462 0 83 385 164 0 835 1 16 116 75 0 211 0 161 123 33 0 317 1625 A % 0.0 4.3 913 4.3 0.0 13.1 61.1 25.8 OS 7A 55.0 37.0 0.0 50.8 38A 10A TOM % 0.0 12 26.0 12 28A 0.0 &1 23.9 10.1 39.1 0.1 1.0 7.1 4.8 1&0 0.0 9.9 7.6 20 19.6 PNF O.000 0.833 0.879 0.556 0.895 0,000 0.943 0.907 0.953 0.945 0250 0A87 0.905 0.750 0.851 0.000 0.875 M932 0.588 0.871 0.9m5 Lva 0 20 419 20 459 0 83 383 163 629 1 16 116 70 209 0 160 120 32 312 1009 % Llaft 100.0 99.3 100.0 99A 100.0 98.7 99.4 99.1 100.0 100.0 100.0 97.4 99.1 99.4 97.6 97.0 98.4 99.0 BLMM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % ewe. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 WQWa*Trjdm 0 0 3 0 3 0 0 3 1 4 0 0 0 2 2 0 1 3 0 4 13 %SbrDla•Urdt Trucks " 0.0 0.7 0.0 - 0.6 - 0.0 0.8 0.6 - OA 0.0 0.00.0 2e OA - 0.6 24 0.0 1.3 0.6 Arkutated Trucks 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 1 1 3 % ArboAged T - 0.O 0.0 0.0 - 0.0 - 0.0 0.5 0.0 - 0.3 0.0 0.0 0.0 0.0 - 0.0 - 0.0 0.0 3.0 - 0.3 02 an Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 % Bicydes on Road Road 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 Pede341am 0 0 - - 0 0 % Pedes7lens W o W N N 01 OI A A d V 06 �W�jj pWp 9 r o e Q o o 0 o o O ou o o o 0 �Q 0 o ,Q o 0 o o �YYIII «f4440 y WWo bb0 Va0 yy0 00+ � o �poQ a o� o� oy 0 0 o o �Q o �Q o tya0� K O Fp O R O K W sit 0gq1 b M K N W� % O F O% O yt 0� p� I� IJ� � O X Y i[ O K K y yy r b� �1 yq N iq� O X N % IJD Y�• NP i! % O N A K ~+ f�•pi yX y VV K A% O O x W K K N �Npp p rK{ �N+ X V is O x N 1� p k 10 % 6 pX VW yp� y% % y N O% O F O% N i p 0 0 0 X O IQ O IQ O% O 0 0% O% O O% O IQ O O O F 0 0 K O R O% O O O F O O R O O IQ O O� 0 0% O IQ O X O% O IQ O 0 0% O IQ O IQ O O O p% S IQ O IQ O IQ O% N by0; � N IQ O% O R O% M� 0 �j % O O Q O '� A� Y± •• ,q o o K w m I" {w „ G y N 0 ,Q 0 ,q 0 x W x $ Ob FDA O K N p x N 'iyF O F O X O% % IQ O X O M W x V N Y% yWvt i� O x N F N V K N NyF �0pJ1 ox p X N X O i� Y K A K !.j i"� N• O% o 0% O O X O O O F 0 IQ O% O IQ 0% O o O iQ O IQ O% O X O IQ O OO L O IQ O IQ O O X V 10i. $ O 1 O % O � V. � � U aaa��� 0�.. r. O o a O O M rli i4 O 7� O I O� W�% � •• Oi i� O% O% O% O 0010;0202020 0ojo$ogo;o;o 002020go;olo +�+I�opo oho '6i ?LnM;oYo2o � x0Ev0;010it0��' is oho 13902020KG $ r5go1Y1oxffixA• o 5 o; 0 0 0 2 o 10 o 0 0; o h o o; O 2 0 0 0 2 o p o$ o; o p o p; N F O X O X 0 O$ N 1%� q§ O O O O x O O% O O O O O O O� Qb� C 22 o b0 OQj O O x O R W p� p% N t%� p IQII •1 F O V O X O% O N p§ o% •�Q� �O! y a Q N R O x O i[ O W W O O x O N M iY O R O IpQ O O& p c O IpQ O IpQ O N m p% y p p K (A ~ G O Q O Q O K N% M yrj p Q K W X O X O K O Q O i b Q% y � % tR § ooi 0 o O% O 0 0e2 o; 0oQ 2 O�00a �pp o�pQ oog 0 F. m R O% O it p i� V �2 qy0 W0 V O% A% W p fop P m Iry 2 41 m mI Z {n m M 2 N O O x O X O% O OQ O O% O IQ O O 0 0 0 0 0 0 0 0 0 0 O 0 0 6 c m m U ooO Co i°v 791 2W a � M��Si$g7�Gl�l6��F gJ�8R�88KR�&�L�bRBN����� qq ��pp ��yy pp Q ��yy pp pp pp oo pp pp tltl pp pp ee t- 1/� tl p 3 s N i .. o 0 0 0 0 0 0 0 0 0 o c e o 0 o. o 0 0 o p o e . 0 0 0 0 0 o... $ 0 0 0 0 0 0 O O O O O O O. O O O O O O O O O O O O r r N w O 0 0 r O O n R8S88�8 at8g8 as ie 88gd P,0 s 01 O O O O O r O r O 0 0 r O O O O O r O 0 0 r O O N O N r p w O N 0 0 0 mil 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 cc 0 0 0 0 0 0 0o oe pp pp mm ��yy yy�� yyyy pp ryry pp ia.r-O (� ^ �r (� wsi: qq p �izm� y Y o o u o o c o. o 0 0 0 0 0 0 0 o p o O o. o 0 0 0 o. o p o o p o a o $ a O O O O r r n O r N O n O N r f . N r. r tl f Y N N N n N N N N N n a O r r 0 0 0 0 0 0 0 0 0 0 O O p O O w O w O N r O r 0 N r r N N tl r w n ll1 U O O O O O O O O O O O O O. 0 0 0 O O O O O p O O O O O O O O O O O O O 0 dd3 Y `F Y r N n tl O N N Y w r N O w O O N n n w r tl r N O n p n r O N tl r ry 'Y A n a - G p p G O p p- p p- p -- p O - - p- O c- p .- G O f- - p o 3 4 KKK r O r O N O O N r 0 0 0 r O O O r r 0 0 0 w r N O r . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 n w Y n f tl N N n r r N A r O O r N N r w N O n O N N n r O N 0 O N 40 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �[3 F O O O O O. p O O O O O O r O r w p O N O r p O w r p O 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O. O O p p p p 0 0 0 0 0 0 0 0 0 R O r r O N - r Y O O O O O. O O O O O O O r O r .- O O N O O O O O r O O. --- O O O O O O O O O O O O O. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O. 0 0 0 O O O O O 0 O 0 0 0 0 0 0 w O O r O O r 0 0 0 0 0 O O O O O O O O. O O O O O O O O O O O O O O O O O O O O O O O jn isid ng' is 6 idass did b WWW� g N 7J N � ei tq�i+ e�3 g if � V�, H N �i, Approach % 0.0 10.0 0.0 90.0 0.0 80.7 0.0 19.3 0.0 0.5 97.2 2-2 0.0 0.5 99.4 0.1 - - Total % 0.0 0.0 0.0 02 02 0.0 1.0 0.0 02 12 0.0 0.3 50.3 1.1 51.8 0.0 02 40.5 0.1 46.8 U 0 1 0 9 10 0 44 0 8 52 0 13 2258 53 2324 0 9 2087 3 2099 4485 % U 100.0 100.0 100.0 95.7 72.7 912 100.0 972 100.0 972 90.0 972 100.0 97.1 97.1 Sus" 0 0 0 0 0 0 2 0 3 5 0 0 38 0 36 0 1 32 D 33 74 %Bus*. 0.0 0.0 0.0 4.3 27.3 8.8 0.0 1.5 0.0 1.5 10.0 1.5 0.0 1.5 1.8 Sln ko-UritTrucks 0 0 0 0 0 0 0 0 0 0 0 0 22 0 22 0 0 25 0 25 47 %Single -Unit Tricks 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - 0.0 0.9 0.0 - D.9 - 0.0 12 0.0 - 1.2 1.0 Artkulotad Trucks 0 0 0 0 0 0 0 0 0 0 0 0 8 0 8 0 0 4 0 4 12 % Artk:ulatod Trucks - 0.0 - 0.0 - 0.0 - 0.0 - D.0 - 0.0 - 0.0 0.3 0.0 - 0.3 - 0.0 02 0.0 - 02 0.3 Ble *s on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Blcyclos on Road - 0.0 - 0.0 - 0.0 0.0 - 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 . 0.0 0.0 Podostrlans 0 5 0 0 % Pod*stdw. 100.0 KYftx Ken' Lindgren O Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Tumina Movement Peak Hour Data (6:45 AM) Count Name- Ringwood Rd and Sherman Or Site Code: Start Date: 02/22/2018 Page No: 3 SWTIM U-Tum Left Chesapeake Drive Eastbound Thru R19M Pads M. U-Tum Left shemwt Drive Westbound Tfru RVU Peels Ted LLTun Left RkV*V d ROW Northbound Thtu R 9 Peels T= U-Tum Latt Rktpwood Road SmAt bo nd Ttw Rlyd Pella W IN.Totd 6A45 AM 0 0 0 1 0 1 0 1 0 0 0 1 0 1 50 0 0 51 0 0 60 0 0 as 141 7:00 AM 0 0 0 0 0 0 0 3 D 0 D 3 0 0 44 0 0 44 0 0 103 0 0 103 150 7:15 AM 0 0 0 2 0 2 0 4 0 2 0 6 0 0 75 1 0 76 0 0 106 0 0 108 190 730 AM 0 0 0 7 0 1 0 6 0 0 0 6 0 0 67 1 0 68 0 1 70 0 c 71 146 Tote) 0 0 0 4 0 4 0 14 0 2 0 16 0 1 235 2 0 239 0 1 367 0 0 358 627 A % 0.0 OA 0.0 100.0 OA 87.5 0.0 12.5 OA OA 96.7 0.8 0.0 0.3 98.7 0.0 TOW % 0.0 0.0 0.0 0.6 0.6 0.0 22 0.0 0.3 26 0.0 02 37.8 0.3 30.1 0.0 02 S6.5 0.0 56.7 PHF 0.000 0.000 OAW 0500 0.500 0.000 0.563 0.000 0250 0.067 0.000 0250 0.797 0.500 0.786 0.000 0250 O. M6 0.000 0.6W 0.825 0 0 0 4 4 0 13 0 2 15 0 1 217 2 220 0 1 381 0 352 601 % 100.0 100.0 0-9 100.0 93.8 100.0 91.9 100.0 921 100.0 98.4 95A 95.9 Ek 0 0 0 0 0 0 1 0 0 1 0 0 13 0 13 0 0 6 0 6 20 % ames 0,0 0.0 7.1 0.0 6.3 0.0 5.5 0,0 5.4 0.0 1.6 1.5 32 ShVWUrdl Tmcks 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 t 0 0 0 0 5 % Tnicks - - - 0.0 0.0 - 0.0 - 0.0 0.0 0.0 21 010 z1 0.0 0.0 - 0.0 0.8 AAItuIabd Tn ckt 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 %Af touted Tncks 0.0 - 0.0 - 0.0 - OA - 0.0 - 0.0 M4 0.0 - 0.4 - 0.0 0.0 - - 0.0 02 Skydoz on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 1 0 %elcycws an Rood 0.0 - 0.0 - 0.0 - 0.0 - 0.0 - 0.0 0.0 0.0 0.0 - 0.0 0.0 - - M0 0.0 PeduMaru 0 0 0 0 % Pddesbum /icLE"A Keniq Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Tumina Movement Peak Hour Data (2-00 PM) Count Name: Ringwood Rd and Sherman Or Site Code: Start Date: 02/22/2018 Page No: 4 SWTWM U•Tun Left Chesapeake Drive East*" T?" RIpM Pads ADD• Total U-Tum Loft Shaman Drive wssmand Thu Rltjlt Pads ADP- Tali U.Tum Left - Rkgwood Road Honnbound Thru RW N& APD. Taal U-Tum Left Rkpwwd Rod Soudlband Thu FW Pds T W OttoW 2:W PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 SS 0 0 55 0 0 46 0 0 45 102 215 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 96 2 0 98 0 0 56 0 0 56 154 Z30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 91 1 0 92 0 0 66 0 0 N 160 245 PM 00 0 0 0 0 0 1 0 1 0 2 0 0 62 4 0 a6 0 0 60 0 0 66 156 TOW 0 0 0 0 0 0 0 2 0 1 1 3 0 0 324 7 0 331 0 0 238 0 0 238 S72 Appmech % 0.0 0.0 0.0 0.0 0.0 06.7 0.0 33.3 0.0 0.0 97.9 21 0.0 0.0 100.0 0.0 TOW % 0.0 0.0 0.0 0.0 0.0 0.0 0.3 OA 02 OS 0.0 0.0 S&L 12 57.9 0.0 0.0 41.6 OA 41.6 PHF 0.000 0.000 0.000 MOOD 0.000 0.000 0.500 Mm 0250 0.375 0.000 0.000 0.844 M436 0.644 MOOD 0.000 0.875 0.000 O.a75 0.694 Lights 0 0 0 0 0 0 2 0 1 3 0 0 313, 7 320 0 0 224 0 224 $47 % 100.0 100.0 100A 96.6 100.0 96.7 94.1 94.1 95.6 sum 0 0 0 0 0 0 0 0 0 0 0 0 7 0 7 0 0 5 0 5 12 % 6uses 0.0 0.0 0.0 22 0.0 2.1 21 7.1 21 Treks 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 7 0 7 9 % Tricks rift - - - - - - - 0.0 - 0.0 - 0.0 - - Me 0.0 0.6 - - 2.9 - - 2-9 1.6 ArOaleW Trucks 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 2 0 2 4 %avu Tricks bucks - _ - _ 0.0 - 0.0 0.0 - - 0.6 0.0 0.6 0.6 - 0.6 0.7 Bleydes an Road 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 %Boed n Road _ _ _ _ 0.0 - 0.0 - 0.0 - - 0.0 0.0 - 0.0 - - 0.0 - 0.0 0.0 Pedestrians 0 1 0 0 % Padaaaiw 100.0 �r"A Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Tumino Movement Peak Hour Data (3-45 PM) Count Name: Ringwood Rd and Sherman Dr Site Code: Start Date: 02/22/2018 Page No: 5 StatTYns LLTum Left d+e:>ae.�e Delve Eastbound Ttsu Rl9ht Peels T bl LLTum LeR S;.- Dd . Wesbound Thu RI9M Peels T lYTum Loft wn9Aaa Rona Nordtound Thu Rgttt Peels Tn U-Tum Left Ringwood Road souftoind Thu RIpM Pads T h*Toter 3:45 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 123 1 0 124 0 0 76 0 0 76 201 4:00 PM 0 0 0 1 0 1 0 0 0 1 0 1 0 1 116 4 0 121 0 0 a 0 0 96 211 4:15 PM o 0 0 1 0 1 0 3 0 2 1 5 0 0 119 4 0 122 0 O 90 0 0 90 2w 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 109 S 0 114 0 5 92 1 0 95 212 Told 0 0 O 2 C 2 0 4 0 3 1 7 0 2 465 14 0 461 0 S 336 1 0 342 W2 Appymch % 0.0 0.0 0.0 10MO 0.0 57.1 0.0 42.9 0.0 OA 99.7 2.9 0.0 1.5 952 0.3 Teter x 0.0 0.0 0.0 02 02 0.0 O.s 0.0 OA 0.e 0.0 02 55.9 1.7 57.8 0.0 0.6 40A 0.1 41.1 PHP 0.000 0.000 0.000 0.900 O.SW 0.000 0333 0,000 0375 0" 0.000 0.500 0.945 0.700 0.970 0.000 0250 0.913 OMO O.M M961 0 0 0 2 2 0 4 0 2 6 0 2 456 14 472 0 5 325 1 331 611 % 100.0 100.0 100.0 66.7 95.7 100.0 96.1 100.0 96.1 100.0 96.7 100.0 96.6 97S Buses O 0 0 0 0 0 0 0 1 1 0 0 7 0 7 0 a 6 a 6 16 x Buss 0.0 0.0 0.0 33.3 143 0.0 1.5 0.0 1.5 0.0 2.4 0.0 2.3 1.9 Taxits 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 3 0 3 S y' T nicks - - aA - 0.0 - 0.0 - 0.0 - 0.0 - 0.0 0.4 0.0 - 0.4 - 0.0 0.9 0.0 - 0.9 0.6 MPoWebd Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 7' TdculaaW - - - OD - 0.0 - 0.0 0.0 - 0.0 - OA MO 0.0 0.0 - MO 0.0 OA - 0.0 0.0 Blcyclas an Rod 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 M' ftycles onRoW 0a 0.0 - 0.0 - 0.0 0.0 OA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedesftns 0 1 0 x Ped"Wom 100.0 Nj Fj El F1 tl !! F O l N O f tl H n n 1!1 O ;I Al T N N e n m N N + +Jul ��SgSg'r8wl:"�$'o�°�d�'+ ��nS3r�.jSdK'nS�Sg$o�n'8R°^n�SS� O O O O O O O p 0 0 0 0 0. 0 0 0 0 0 p O 0 0 0 0 G O 0 0 0 0 0 0 0 p 0 0 O Q O 0 0 0 0 0 O O O O O O O. O O O O O O O O P O O O O O O p 0 0 0 0 0 0 0 J 0 +- O O O O O O C. O O O +- N 0 O N O N O Y O H N v O O 0 O +- w 3 O O O O O O O O O O. O O. 0 0 0 O O O O O O 0 O 0 0 0 0 0 0 0 0 0 0 o 0 a o 0 0 0 0 0 0 0 0 0 0 0 0. o 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 o 0 0 0 0 0 4 a 'yq 11" O O O O O N W O O Y O N N e' H H Y N O N O 0 Y Y Y n +- N pp lV N pp tl � � � pp YI N oo N l+i ♦ qq +� H '� ' ' op 1fl � pp ��pp O 10 � � �Wp � O Epp � ♦ � � yN� � O p� N O �p � 1V '� � � � QY $ 9 O O O O o O 0 O O O 0 O O 0 O 0 O 0 0 O O O 0 0 O p p O 0 0 010101 tq ' F i 3 +10 O O O O O O O O O O. O O .1. O 010 O O O O O 101010 O O O O O O O O O 00 d3 p F N 17 N M rJ t9 N +r.. 0 0 0 J .... OOO 0--o OOo O O O U O O O O O O O O O O O O O O 0- O O ...... j yy KKH O O O N O O Vl O O O O O O.. O N. O. O N. O O p. O O N O N O e O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O p O O J N N H N +` N N 0 .0 O O Y N O O N Y O O N N O N- H H- O H n 'f N 'f 101- 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 pp� f O O O O O O O O O O. O O O O O O O O O O O O O O O O O O O O O O O a 0 0 o. 0 0 0 0 0 0 0 0 0 O O o 0 0 0 0 p O 0 0 0 p 0 o 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 o p o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 O 0 0 0 0 0 0 0 0 0 0 0 0 p O 0 0 0 0 0 0 p O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 54 F g 7S g g g g Approach % 0.0 0.0 0.0 0.0 0.0 78,8 0.0 212 0.0 0.0 98,2 1.8 - 0.0 0.7 99.3 0.0 Total % 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.0 02 1.1 0.0 0.0 50b OS 51.5 0.0 0.3 47.0 0.0 - 47.3 - U hts 0 0 0 0 0 0 39 0 10 49 0 0 2225 37 2m 0 15 2057 0 2072 4383 96.7 90.9 94.2 972 902 97,0 100.0 96.8 96.9 96.9 Burros 0 0 0 0 0 0 1 0 0 1 0 0 38 4 42 0 0 38 0 36 79 % Busos 2,4 0.0 1.9 1.7 9.8 1.8 0.0 1.7 1.7 1.7 Sin le•Unit Trucks 0 0 0 0 0 0 1 0 1 2 0 0 19 0 19 0 0 28 0 28 49 % Slnplo-Unit Trucks - - - - 2.4 - 9.1 - 3.6 - - 0.8 0.0 - 0.8 - 0,0 1,3 - 1.3 7.1 Ardculotod Trucks 0 0 0 0 0 0 0 0 0 0 0 0 8 0 8 0 0 3 0 3 11 Articulated Trucks _ _ _ - _ 0.0 - 0.0 - 0,0 - - 0.3 0.0 - 0.3 - 0.0 0.1 - - 0.7 02 Bicycles on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y. Blcycloz on Road _ _ _ _ 0.0 - 0.0 - 0.0 - - 0.0 0.0 - 0.0 - 0.0 0.0 - - 0.0 0.0 Podostrlans 0 0 0 0 - % Podoshions Kenigg Lindgren O'Hara Aboona, Inc. 937S W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Tumina Mnvement Peak Hnur Data (8-41s; AMl Count Name: Ringwood Rd and Brittany Dr Site Code: Start Date: 02/22/2018 Page No: 3 Stert7hw U-Turn Left Cheaepeeke Drive EssMound Thru RW9 Peels TM U-Tum Left eret M Dfl" Waadmund Thru RIpM Peels M U-Turn Laft Ringwood RwA NwItound Thru RVd Peds Toil U-Turn Left Rkfgwood Road Souabourw Tlsu RIgM Peds M kM.TOW 6:45 AM 0 0 0 0 0 0 0 3 0 0 0 3 0 0 51 0 0 S1 0 0 8e 0 0 w 140 7:00 AM 0 0 0 0 0 0 0 2 0 1 0 3 0 0 44 0 0 44 0 0 102 0 0 102 149 715AM 0 0 0 0 0 0 0 1 0 2 0 3 0 0 77 1 0 76 0 0 105 0 0 105 1n 7.30 AM 0 0 0 0 0 0 0 3 0 0 0 3 0 0 64 0 0 64 0 1 70 0 0 71 138 TOW 0 0 0 0 0 0 0 9 0 3 0 12 0 0 230 1 0 237 0 1 363 0 0 364 613 A % 0.0 0.0 0.0 0.0 0.0 75.0 0.0 25.0 0.0 0.0 We OA 0.0 0.3 99.7 0.0 TOW % 0.0 0.0 0.0 0.0 0.0 0.0 1S 0.0 OS 2.o 0.0 0.0 385 02 38.7 0.0 O2 S92 0.0 59.4 PHF 0.Dw 0.000 M000 0.000 0.000 MOOD OYW 0.OW 0.37S 1.000 0.000 0.000 0.765 0250 0.780 0.000 0250 0.664 0.000 0.867 0.e24 Lvft 0 0 0 0 0 0 8 0 3 11 0 0 218 0 218 0 1 357 0 350 597 % 58.9 10D.0 91.7 92.4 0.0 92A 100.0 M.3 96.4 95.5 Buses 0 0 0 0 0 0 0 0 0 0 0 0 13 1 14 0 0 6 0 0 20 % Buses 0.0 0.0 OA 5.5 100.0 5.9 0.0 1.7 1.6 3.3 UNtTrudrs 0 0 0 0 0 0 1 0 O 1 0 0 4 0 4 0 0 0 0 0 5 % Trucks - - - - - - - 11.1 - 0.0 - 8.3 - - 1.7 0.0 - 1.7 - 0.0 0.0 - - 0.0 0.3 Artldsted Trucks 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 Arkulated % T - - - - - - - 0.0 - 0.0 - OA - - 0.4 0.0 - OA - 0.0 0.0 - - 0.0 02 on Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %elan anRoadod - _ . 0.0 - 0.0 D.O - 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 Pedes&Ww 0 0 0 0 % PedesUiens KL� Kenigg Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Tuminn Mnvaman4 Pank I-Innr Ihtam o-nn DRA\ Count Name: Ringwood Rd and Brittany Dr Site Code: Start Date: 021=018 Page No: 4 Start Tkns U-Tu0 Left Chesapeake Drlw E=Wound Thru Right Pods TAoul U-Tum - -- - -- &f ww DMe .._.... VVISSWOuM left Thu Rlaht Pods -_.. Tofr _ _.-_.•.•• \ Rkpwood Road Northbousl u-Turn Left Thu Rva Peels TTZ U-Tum Left Rhowood Road SwAftu d Thu Right Peda % hLTOW 2:00 PM 0 0 0 0 0 0 a 2 0 O 0 2 0 0 5a 0 0 sa 0 0 49 0 0 49 109 2:15 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 93 2 0 95 0 0 51 0 0 51 147 2:30 PM 0 0 0 0 0 0 0 0 0 1 D 1 0 0 as 2 0 90 0 1 es 0 D as 180 2:45 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 Be 1 0 89 0 1 67 0 0 as 159 TOW 0 0 D D 0 0 0 4 0 2 0 6 0 0 327 5 0 332 0 2 235 0 0 207 575 A % 0.0 0.0 0.0 0.0 - QO a0.7 0.0 33.3 0.0 0.0 90.5 1.S 0.0 0.8 992 0.0 TOW % 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.0 0.3 1.0 0.0 0.0 50.s 0.9 57.7 0.0 0.3 40.9 Mo 412 PHF 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.000 0.5w 0.750 0.000 0.000 0.879 0.625 0.974 O.ODO OSOO 0.054 0.000 0.859 OAN Ughis 0 0 0 0 0 0 4 0 2 a 0 0 31a 5 321 0 2 220 0 222 so % 100.0 100.0 100.0 - - 9e.6 100.0 9a.7 100.0 93.6 93.7 95.5 SLOGS 0 0 0 0 0 0 0 0 0 - 0 0 0 a 0 a 0 0 a 0 a 12 % SLOGS - 0.0 0.0 0.0 1.9 0.0 1.8 0.0 2.a 2.5 21 rdt Truro 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 a 0 a 11 % T� - - 0.0 - 0.0 - 0.0 - - 0.9 0.0 - 0.9 - 0.0 3.4 - - 3.4 1.9 Artkulabd Trucks 0 0 0 0 - 0 0 0 0 0 - 0 0 0 2 0 2 0 0 1 0 1 3 %ArdmAnted Trucks - - - - - - 0.0 - 0.0 - 0.0 - - 0.a 0.0 - 0.0 - 0.0 0.4 - 0.4 0.5 Wycles an Road 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Rhoads on - - - - - - 0.0 - 0.0 - 0.0 - 0.0 0.0 - 0.0 0.0 0.0 - 0.0 0.0 Pedesldam 0 0 _ 0 0 % Pedestrtrn K11 � -.lx Kenigg Lindgren O'Hara Aboona, Inc. 95/5 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (84:)518-9990 Tuminn Mnvement PAnk Hnur Data (R-d5 PMl Count Name: Ringwood Rd and Brittany Dr Site Code: Start Date: 02122/2018 Page No: 5 ShRTinro U-Turn Left Cheapeake Delve Eastbound Thru Rlpht Pads TAM. U-Tun Left e;MW Drive Watbourd Thru R19M - Pelt Total - - - - U-Tum - - - Left •-RkgMoed Road Northbound Thu Ri9h Peels Total U•Tun l.aR ttMrOeaeC Road SaMbourd Thu Rly+t Pods TAoul bkTOW 3.45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 120 3 0 123 0 0 61 0 0 61 204 4:00 PM 0 0 0 0 0 0 0 2 0 1 0 3 0 0 112 1 0 113 0 0 so 0 0 60 196 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 121 0 0 121 C. 4 62 0 0 66 207 4:30 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 113 2 0 115 0 0 99 0 0 99 216 TOW 0 0 0 0 0 0 0 4 0 1 0 5 0 0 406 5 0 472 0 4 342 0 0 346 623 A % 0.0 0.0 0.0 0.0 0.0 90.0 0.0 20.0 0.0 0.0 96.7 1a 0.3 1.2 96.3 0.0 TOW % OA 0.0 0.0 0.0 0.0 OA 0.5 0.0 0.1 0.6 0.0 0.0 50.6 0.7 57.4 0.0 OS 41.6 0.0 42.0 PMF 0.000 0.000 0.000 0.000 0.000 0.000 0.500 0.000 02W 0.417 0.000 0.000 0.90 0.5W 0.959 0.000 0.250 OA64 0.000 0.674 0.9St Lvft 0 0 0 0 0 0 4 0 1 5 0 0 455 5 461 0 4 331 0 335 501 % 100.0 100.0 100.0 97.9 aM3 97.7 100.0 96.6 96.6 97.3 Buses 0 0 0 0 0 0 0 0 0 0 0 0 9 1 10 0 0 6 0 6 16 %Buses 0.0 Mo 0.0 1.9 10.7 2.1 0.0 2.3 2.3 22 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 3 0 3 4 % Trucks- - - - - - - 0.0 - 0.0 - 0.0 - - 02 0.0 - 02 0.0 0.9 - - 0.9 05 ArbcUlM W Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Arkuktod Trucks- - - - - - - 0.0 - 0.0 - 0.0 - - 0.0 0.0 - 0.0 - 0.0 0.0 - - 0.0 0.0 on Read 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Skycles Rood - - - - - - - 0.0 - 0.0 - OA - - 0.0 0.0 - 0.0 - 0.0 0.0 - - 0.0 0.0 PedulwWa 0 0 0 0 P N S pN y N ± N N O N S A ,(Ji• a�♦( �S' N 8 WW R sl m to Ya u H N yN N N U O Ny H �+ A yyA,.� fll qpl �+• S N H aVa V V 4i � N H O O Li Ya y yy O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 D D 0 0 0 0 0 0 0 0 0 0 0 + 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0++ 0 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. O O o 0 0 0 0 0 0 0 0 0 0 O O O O O O o O O O O O O O O O O O O O O O O O O o O O O D o o O O O O E D O O O O o 0 0 o 0 0 0 0 o 0 0 0 0 0 0 o 0 0 0 o 0 0 0 0 0 o 0 0 0 0 0 0 + O o 0 0 0 0 0 0 0 01010 0 0 0 1-1- - + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i9 O O O O D O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. O D O O O o 0 O O D O 0 0 •�� O+ W+ O N 0 V++ N W N O+ W+ +O ♦ N N N V W++ N V W O p 0 W N+ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. O O O o 0 0 0 0 0 0 0 0 0 V d W W J N V YI P W W V♦ N N P A O• O j p V♦ V O �yy D O O D O O D 0 0 0 0 D D 0 0 0 0 D D 0 0 0 0 D D o 0 0 0 D D 0 0 0 0 0 7� ' P P H p:: J• V ♦ L tl les 1' N JV P r V b A V b• 0 tl V 1-1-1 :t -I- tl at r P b iFF4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O D 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 Q o H N v V 4i c a+ O P N N O P S a tl N tl O g 9 L 8 8 o s N p p + d V W N -♦ W 0 A+ P N+ W o 0 0 0 0 0 +4.& O & W O O+ U O W N V N+ + 0 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NO O W+ O p -W+ O W+ A 0.Ni � :Isis m N 4 li O tl I H O• H W O+ A H e N tl If 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O. 0 0 0 0 0 0 0 0 0 0 0 0 0 N P S N N♦ P S O � tl �� tl P O N V P N N♦ O+ N+ N N♦ J W++ O+ o D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o D o• 0 0 0 0 0 0 0 0 0 0 0 0 0 z 4 S 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 st0ga32121jnaIaa.at a a 8 a v2aaTIaaggffig' o if N N !V. !N. O i G� O N N V V H N Y V N H m• 10 fJ O N W mm. Ig Ig OO m pppp� f0 V p_ �$ FL ci A Ca. Z0ro� Z O N O c� v Approach % 0.0 100.0 0.0 0.0 0.0 26.B 0.0 73.4 - 0.0 0.0 97.1 29 - 0.0 5.8 942 0.0 Total % 0.0 0.0 0.0 0.0 0.0 0.0 1.1 0.0 3.1 42 0.0 0.0 47.2 1.4 48.8 0.0 2.7 44.4 0.0 47.1 - 0 1 0 0 1 0 51 0 134 185 0 0 2156 61 2217 0 - 125 2028 0 - 2153 4556 % LWO 100.0 100.0 95.2 91.8 93.0 97.3 91.0 97.1 97.7 97.3 - 97.3 97.D Burros 0 0 0 0 0 0 2 0 8 10 0 0 31 6 37 0 3 31 0 34 81 % Buses 0.0 0.0 3.8 5.5 5.0 1.a 9.0 1,8 23 1.5 - 1.5 1.7 Sln o-Unt Trucks 0 0 0 0 0 0 0 0 4 4 0 0 26 0 26 0 0 22 0 22 52 % Sin014-Unk Trucks 0.0 - - - 0.0 - 0.0 - 2.7 - 2.0 - - 12 00 , - 1.1 - D.0 1.1 - - 1,0 1.1 AAcutatad Trucks 0 0 0 0 0 0 D 0 0 0 0 0 3 0 3 0 0 4 0 - 4 7 % ArBcu4gad Trucks 0.0 - - - 0.0 - 0.0 - 0.0 - 0.0 - - 0.1 0.0 - D.1 - OA 02 - - 02 0.1 on Road 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 -Bleydas % Bleydos on Road _ 0.0 - - - 0.0 - 0.0 - 0.0 - 0.0 - - 0.0 0.0 - 0.0 - 0.0 0.0 - - 0.0 0.0 Padastrions 0 0 0 0 - % Podastrions - - KLCA Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Tumina Movement Peak Hour Data (6-45 AMl Count Name: Ringwood Rd and Shore Dr Site Code: Start Date: 02122/2018 Page No: 3 SWTune U-Tum Let Sh"Man ROW EntDouW Thu RV* Peds T. U-Tum LOR Shm Dr watt)ourd Ttru RWd Peds T W U-Tum Left RUgwood Road NodhbmM Thu Rfyd Peds T W U-Tum Left RkWwood ROW Southbarid Tlru RIgN Pods T y Int.TOW 6:45 AM 0 0 0 0 0 0 0 2 0 4 0 a 0 0 51 1 0 52 0 0 61 O 0 a1 139 7:OOAM 0 0 0 0 0 0 0 9 0 7 0 15 0 0 36 7 0 45 0 1 94 0 0 95 156 7.15AM 0 0 0 0 0 0 0 5 0 4 0 9 0 0 56 15 0 73 0 3 100 0 0 103 185 7:30AM 0 0 0 0 0 0 0 0 0 7 0 7 0 0 a2 3 0 a5 0 4 690 0 73 145 TOW 0 0 0 0 0 0 0 18 0 22 0 36 0 0 209 25 0 235 0 a 3" 0 c 352 625 Appoach % 0.0 0.0 0.0 0.0 0.0 42.1 0.0 57.9 0.0 M0 $8.9 11.1 0.0 2.3 97.7 0.0 TOW % 0.0 0.0 0.0 0.0 0.0 0.0 2.6 0.0 3.5 &1 0.0 0.0 33.4 42 37.6 0.0 1.3 55.0 0.0 56.3 PHF 0.000 a000 0.000 0.000 0.00D 0.000 0."4 0.0w 0.786 0-%4 O.WO 0.000 0.543 0.433 O.WS 0.000 0.5W O.a60 0.000 0.054 0.645 U 0 0 0 0 0 0 1a 0 20 35 0 0 197 21 218 0 a 336 0 346 60D % 100.0 90.9 $4.7 94.3 $0.9 9za 100.0 9a.3 96.3 Wo Buaes 0 0 0 0 0 0 0 0 2 2 0 0 6 5 13 0 0 6 0 6 21 % Buses OA 9.1 5.3 3.6 192 S.S 0.0 1.7 1.7 3.4 Nt Tnrks 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 0 4 % SWO@-Unk Tnxks _ _ _ _ 0.0 - 0.0 - 0.0 - - 1.9 0.0 - 1.7 - 0.0 0.0 - 0.0 0.6 ArOcuk d Tnsks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %ArkuloWd T - - - - - - - 0.0 - 0.0 - 0.0 - - 0.0 0.0 - 0.0 0.0 0.0 - - 0.0 0.0 a an Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:- 0 0 0 0 0 % Bicyd*s Rood _ _ _ - 0.0 - 0.0 - 0.0 - - O.D 0.0 - 0.0 - 0.0 0.0 - - 0.0 0.0 Pednvim 0 0 0 0 KL Ken' Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Tumino Movement Peak Hour Data (2.00 PM) Count Name: Ringwood Rd and Shore Dr Site Code: Start Date: 02/22l2018 Page No: 4 StartTkne U-Tum Left Sherman Road EasUmund Thru RW Pella M LLTum Left Shore or vVestbo" Thru Rlphd Peels TaW U-T. Left Rkgwood Road NorOft" Thru RlW Pads M U-T urn Left RW7*ood Road Soulhbound Thou RVA Palle ;M- KTotd 2:00 PM 0 0 0 0 0 0 0 2 0 e 0 6 0 0 59 0 0 59 0 4 4e 0 0 52 119 2:15 PM 0 0 0 0 0 0 0 2 0 5 0 7 0 0 69 4 0 93 0 2 46 0 0 50 150 2:30 PM 0 0 0 0 0 0 0 2 0 2 0 4 0 0 65 4 0 59 0 6 67 0 0 72 165 2:45 PM 0 1 0 0 0 1 0 4 0 4 0 6 0 0 69 1 0 90 0 6 62 0 0 6e 167 Told 0 1 0 0 0 1 0 10 0 17 0 27 0 0 322 9 0 331 0 17 225 0 0 242 601 Approach % 0.0 100.0 0.0 OA 0.0 37.0 0.0 63.0 0.0 0.0 97.3 2.7 0.0 7.0 93.0 0.0 Totd % 0.0 02 0.0 0.0 02 0.0 1.7 0.0 2.6 4.5 0.0 0.0 53 6 1.5 55.1 0.0 2.6 37.4 0.0 40.3 PHF 0.000 0250 0.000 0.000 0250 0.000 0A25 0.000 0.706 0.344 0.000 0.000 0.904 0.563 0.690 0.000 0.700 OA40 0.000 0.340 0" 0 1 0 0 1 0 9 0 17 25 0 0 312 9 321 0 16 213 0 229 577 % L 100.0 100.0 90.0 100.0 9" 96.9 100.0 97.0 - 94.1 94.7 94.6 96.0 Bus" 0 0 0 0 0 0 1 0 0 1MZ2 7 0 1 4 0 5 13 % Bus" 0.0 0.0 10.0 0.0 3.72.1 SA 1.6 - 2.1 22SWqWL"t Tnrda 0 0 0 0 0 0 0 0 0 03 00 6 0 59 %SkV"nk Tnxks - 0.0 - - - 0.0 - 0.0 - 0.0 - 0.0 0.9 - 0.0 2.7 - 2.5 1.5 Artladsed Tnrckt 0 0 0 0 0 0 0 0 0 00 0 0 2 0 2 2 %ArWated Tnxks 0.0 - - - 0.0 - 0.0 - 0.0 - 0.0 - - 0.0 0.0 - 0.0 - 0.0 0.9 - - 0.6 0.3 Bkydoz an Road 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %Skydeson Road - 0.0 - - - 0.0 - 0.0 - 0.0 - 0.0 - - 0.0 0.0 - 0.0 - 0.0 0.0 - 0.0 0.0 Pedesbimp o 0 0 0 % Pedesblens - �� Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Ti rninn Mnvamant Paak Wr%i tr f1mtm /q-dS DRAT Count Name: Ringwood Rd and Shore Dr Site Code: Start Date: 02/2212018 Page No: 5 Start Tkne U-Tum Left Shaman Road Easbourd Thru RW Pea T . U-Turn La Stare Or WwWound TMu Right Peels Tovl Rkgawd Road Nortbo nd U-Turn Lott Thru RVd Palo Toil _ U-Turn Left RkVwood Rod Saihkarrd Ttwu Right Pads T=- kc TOM 3:45 PM 0 0 0 0 0 0 0 0 0 5 0 5 0 0 112 0 0 112 D 9 61 0 0 90 207 4:00 PM 0 0 0 0 0 0 0 3 0 5 0 6 0 0 106 3 0 111 0 10 79 0 0 69 206 415 PM 0 0 0 0 0 0 2 0 7 0 9 0 0 120 1 0 121 0 9 63 0 0 92 222 4,30 PM 0 0 0 0 0 0 0 1 0 3 0 4 0 0 111 2 0 113 0 11 96 0 0 109 226 Total 0 0 0 0 0 0 a 6 0 20 0 25 0 0 451 6 0 457 0 39 341 0 0 380 663 A % 0.0 0.0 0.0 0.0 0.0 23.1 0.0 75.9 0.0 0.0 96.7 1.3 0.0 10.3 69.7 0.0 Total % 0.0 0.0 0.0 0.0 - 0.0 0.0 0.7 0.0 7-3 3.0 0.0 Mo 523 0.7 S3.0 0.0 4.5 39.5 0.0 44.0 PMF 0.000 0.000 0.000 0.000 - 0.000 MOOD 0.500 0.000 0.714 0.722 0.000 O.o00 0.940 a" 0.944 0.000 0.666 0.970 0.000 0.672 0.955 0 0 0 a 0 0 6 0 17 23 0 0 442 5 447 0 35 330 0 306 636 % 100.0 $5.0 663 96.0 63.3 97.6 97.4 96.6 95.6 97.1 Buses 0 0 0 0 0 a 0 0 3 - 3 0 0 6 1 7 0 1 6 0 9 19 % sum - 0.0 15.0 11.5 1.3 16.7 1.5 26 23 24 22 Ml Trucks 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 3 0 3 6 % Tr - - - - - - - 0.0 - 0.0 - 0.0 - - 0.7 0.0 - 0.7 - 0.0 0.9 - 0.6 M7 ArtleuhkW Trucks 0 0 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ArticulaW % T - - - - - - 0.0 - 0.0 - 0.0 - - Mo 0.0 - 0.0 - 0.0 0.0 - - 0.0 0.0 Wcydft an Roed 0 0 0 0 0 T 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 a % Blcycles Rood on - - - - - - - 0.0 - 0.0 - 0.0 - - 0.0 Ma - 0.0 - 0.0 0.0 - - Mo 0.0 Pedestrians - 0 0 0 0 % Pedestrian Site Plan f Me - *� Dlv OONruw NEW BUILD valvmfia'o• wswoa,n t4W —'---1.—.--.3073TCti9Ef—,J14'fSL---.1.- Speedway? v - Level of Service Criteria LEVEL OF SERVICE CRITERIA A Favorable progression. Most vehicles arrive during the 1510 green indication and travel through the intersection without stopping. B Good progression, with more vehicles stopping than for >10 - 20 Level of Service A. C Individual cycle failures (i.e., one or more queued vehicles >20 - 35 are not able to depart as a result of insufficient capacity during the cycle) may begin to appear. Number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping. D The volume -to -capacity ratio is high and either progression >35 - 55 is ineffective or the cycle length is too long. Many vehicles stop and individual cycle failures are noticeable. E Progression is unfavorable. The volume -to -capacity ratio >55 - 80 is high and the cycle length is long. Individual cycle failures are frequent. F The volume -to -capacity ratio is very high, progression is >80.0 very poor, and the cycle length is long. Most cycles fail to clear the aueue. A 0-10 B > 10 - 15 C >15-25 D >25-35 E >35-50 F > 50 Source: Hi hwa Capacity Manual. 2010. Caaeitv Analysis Summary Sheets Lanes, Volumes, Timings 1: Curran Road/Ringwood Road & IL 120 03/08/2018 Lane Configurations 1 0 ►( tt, v) A I A Traffic Volume (vph) 54 593 18 31 368 217 38 164 87 266 205 41 Future Volume (vph) 54 593 18 31 368 217 38 164 87 266 205 41 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 12 12 10 12 12 11 13 13 11 14 14 Grade (%) 0°% 0°% 0% 0°% Storage Length (ft) 145 0 155 0 110 0 190 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 135 110 95 130 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.996 0.944 0.948 0.975 Fit Protected 0.950 0.950 0.950 0.950 Said. Flow (prof) 1491 3392 0 1636 3234 0 1616 1802 0 1694 1912 0 Fit Permitted 0.242 0.270 0.583 0.253 Said. Flow (perm) 380 3392 0 465 3234 0 991 1802 0 451 1912 0 Right Turn on Red Yes Yes Yes Yes Said. Flow (RTOR) 3 141 23 9 Link Speed (mph) 45 45 35 35 Link Distance (ft) 1344 1298 661 559 Travel Time (s) 20.4 19.7 12.9 10.9 Conti. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.85 0.86 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Growth Factor 100% 100% 100% 100°% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 13% - 5% 39% 3% 5°% 6% 8% 4% 2% 3% 1% 15% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (Nhr) Mid -Block Traffic (%) 0°% 0°% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 64 719 0 36 688 0 45 295 0 313 289 0 Tum Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 15.0 3.0 8.0 3.0 8.0 Minimum Split (s) 7.0 21.0 7.0 21.0 7.0 14.0 7.0 14.0 Total Split (s) 13.0 45.0 13.0 45.0 12.0 25.0 17.0 30.0 Total Split (°%) 13.0°% 45.0°% 13.0% 45.0% 12.0°% 25.0°% 17.0°% 30.0% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All -Red Time (s) 0.5 1.5 0.5 1.5 0.6 1.5 0.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Act Effct Green (s) 45.1 37.9 42.9 34.9 28.1 18.5 45.1 35.6 Actuated g/C Ratio 0.45 0.38 0.43 0.35 0.28 0.18 0.45 0.36 18-044 - IL 120 Speedway - McHenry Synchro 9 Report AM Existing Lanes, Volumes, Timings 1: Curran Road/Ringwood Road & IL 120 03/08/2018 v!c Ratio Control Delay 0.25 16.4 0.56 27.0 0.13 14.6 0.56 0.14 0.84 Queue Delay 0.0 0.0 0.0 23.0 0.0 19.0 0.0 57.6 0.0 29.6 28.7 Total Delay LOS 16.4 27.0 14.6 23.0 19.0 57.6 29.6 28.0 Approach Delay B C 261- B C 22.6 B E C C Approach LOS C C 52.5 29.2 Queue Length 501h (ft) 22 204 12 155 15 D 168 C Queue Length 95th (ft) 38 225 25 177 38 #274 127 140 Internal Link Dist (ft) 1264 1218 #237 231 Turn Bay Length (ft) 145 155 110 581 479 Base Capacity(pv h ) Starvation Cap Reductn 271 0. 1369 310 1388 338 363 190 458 686 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.53 0.12 0.50 0 0.13 0 0.81 0 0.68 0 0.42 Area Type: Other Cycle Length:100 Actuated Cycle Length:100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 29.5 Intersection LOS: C Intersection Capacity Utilization 65.8% ICU Level of Service C Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 18-044 - IL 120 Speedway - McHenry AM Existing Synchro 9 Report Lanes, Volumes, Timings 1: Curran Road/Ringwood Road & IL 120 03/08/2018 --* -► -'V' 4e '- 4. 4N Lane Configurations V11 tT+ Vi fi% I 1+ I A Traffic Volume (vph) 55 511 55 113 622 235 60 250 83 179 187 28 Future Volume (vph) 55 511 55 113 622 235 60 250 83 179 187 28 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 12 12 10 12 12 11 13 13 11 14 14 Grade (°%) 0°% 0°% 0% 0°% Storage Length (ft) 145 0 155 0 110 0 190 0 Storage Lanes 1 0 A 0 1 0 1 0 Taper Length (ft) 135 110 95 130 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.985 0.959 0.963 0.981 Fit Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1574 3409 0 1604 3323 0 1312 1877 0 1711 1927 0 Fit Permitted 0.228 0.336 0.622 0.231 Satd. Flow (perm) 378 3409 0 667 3323 0 859 1877 0 416 1927 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 12 57 15 7 Link Speed (mph) 45 45 35 35 Link Distance (ft) 1344 1298 661 559 Travel Time (s) 20.4 19.7 12.9 10.9 Confl. Peds. (f#hr) Confl. Bikes (#/hr) Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Growth Factor 100% 100% 100°% 100% 100% 100% 100% 100°% 100% 100°% 100% 100% Heavy Vehicles(°%) 7°% 4% 7% 5°% 5°% 2°% 33°% 1°% 0°% 2°% 1°% 18% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0°% 0% 0% 0% Shared Lane Traffic (°%) Lane Group Flow (vph) 56 572 0 114 865 0 61 337 0 181 217 0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 15.0 3.0 8.0 3.0 8.0 Minimum Split (s) 7.0 21.0 7.0 21.0 7.0 14.0 7.0 14.0 Total Split (s) 13.0 45.0 15.0 47.0 13.0 35.0 15.0 37.0 Total Split (°%) 11.8°% 40.9% 13.6°% 42.7% 11.8°% 31.8°% 13.6°% 33.6°% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All -Red Time (s) 0.5 1.5 0.5 1.5 0.5 1.5 0.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 LeadtLag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Act Effct Green (s) 63.0 43.2 57.2 47.0 35.3 24.9 42.4 30.9 Actuated g/C Ratio 0.48 0.39 0.52 0.43 0.32 0.23 0.39 0.28 18-044 - IL 120 Speedway - McHenry Synchro 9 Report PM Existing Lanes, Volumes, Timings 1: Curran Road/Ringwood Road & IL 120 ' 03/08/2018 We Ratio 0.21 Control Delay 15.9 0.42 26.1 0.30 16.0 0.60 26.2 0.20 0.77 0.59 0.40 Queue Delay 0.0 Total Delay 15.9 0.0 0.0 0A 21.9 0.0 50.2 0.0 30.7 0.0 33.6 0.0 LOS B 26.1 C 16.0 26.2 21.9 50.2 30.7 33.6 Approach Delay 25.2 B C 25.0 C D 45.8 C C Approach LOS C C 32.3 Queue Length.50th (ft ) 20 Queue Length 95th (ft) 41 160 211 42 249 25 D 213 ..,.80 C 118 Internal Link Dist (ft) 1264 73 322 1218 54 305 133 190 Turn Bay Length (ft) 145 155 110 581 479 Base Capacity (vph) 284 Starvation Cap Reductn 0 1350 0 401 1453 318 505 190 305 557 . Spillback Cap Reducin 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.42 0.28 0.60 0.19 0.67 0 0.59 0 0.39 Area Type: Other Cycle Length:110 Actuated Cycle Length:110 Offset: 0 (0°A), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 29.7 Intersection LOS: C Intersection Capacity Utilization 72.8% ICU Level of Service C Analysis Period (min)15 18-044 - IL 120 Speedway - McHenry PM Existing Synchro 9 Report HCM 2010 TWSC 2: Ringwood Road & South School Access 03/09/2018 Int Delay, s/veh 11.9 Lane Configurations I r 11� a' Traffic Vol, veh/h 126 38 187 248 45 386 Future Vol, veh/h 126 38 187 248 45 386 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 69 69 69 69 69 69 Heavy Vehicles, % 0 0 6 6 9 1 MvmtFlow 183 55 271 359 65 559 Conflicting Flow Al 1141 451 0 0 630 0 Stage 1 451 - - - - - Stage 2 690 - - - - - Critical Hdwy 6.4 6.2 - - 4.19 - Criticai Hdwy Stg 1 5.4 - - - - - Critical Hdwy Sig 2 5A - - - - - Follow-up Hdwy 3.5 3.3 - - 2.281 - Pot Cap-1 Maneuver 224 613 - - 919 - Stage 1 646 - - - - - Stage 2 502 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 201 613 - 919 - Mov Cap-2 Maneuver 201 - - - - - Stage 1 646 - - - - - Stage 2 460 - - - - - HCM Control Delay, s 72 0 1 HCM LOS F Capacity (vehih) - - 201 613 919 - HCM Lane V/C Ratio - - 0.909 0.09 0.071 - HCM Control Delay (s) - - 90.3 11.5 9.2 0 HCM Lane LOS - - F B A A HCM 95th %tile Q(veh) - - 7.2 0.3 0.2 - 18-044 - IL 120 Speedway - McHenry AM Existing Synchro 9 Report HCM 2010 TWSC 3: Ringwood Road & North School Access 03/09/2018 int Delay, s/veh 1.5 Lane Configurations I r + T Traffic Vol, vehlh 42 13 225 0 0 389 Future Vol, vehlh 42 13 225 0 0 389 Conflicting Peds, #1hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None 'Nono Storage Length 0 0 - - _ _ Veh In Median Storage, g 0 - 0 _ _ 0 Grade, % 0 _ 0 _ _ 0 Peak Hour Factor 69 69 69 69 69 69 Heavy Vehicles, % 29 38 6 0 0 1 Mvmt Flow 61 19 326 0 0 564 Conflicting Flow All 890 326 0 Stage 1 326 - - Stage 2 564 Critical Hdwy 6.69 6.58 Critical Hdwy Sig 1 5.69 Critical Hdwy Sig 2 5.69 - Follow-up Hdwy 3.761 3.642 Pot Cap-1 Maneuver 281 639 - 0 0 - Stage 1 675 - - 0 0 - Stage 2 519 - - 0 0 - Platoon blocked, % _ _ Mov Cap-1 Maneuver 281 639 - - - _ Mov Cap-2 Maneuver 281 Stage 1 675 Stage 2 519 HCM Control Delay, s 18.8 0 0 HCM LOS C Capacity (vehlh) - 281 639 - HCM Lane VIC Ratio - 0.217 0.029 - HCM Control Delay (s) - 21.3 10.8 - HCM Lane LOS - C g _ HCM 95th %tile Q(veh) . 0.8 0.1 - 18-044 - IL 120 Speedway - McHenry Synchro 9 Report AM Existing HCM 2010 TWSC 4: Ringwood Road & Sherman Drive 03/09/2018 Int Delay, stveh 0.4 Lane Configurations ►jjr t If of Traffic Vol, vehlh 14 2 236 2 1 375 Future Vol, vehlh 14 2 236 2 1 375 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 65 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 83 83 83 83 83 83 Heavy Vehicles, % 7 0 8 0 0 2 Mwnt Flow 17 2 284 2 1 452 Conflicting Flow All 738 284 0 0 284 0 Stage 1 284 - - - - - Stage 2 454 - - - - - Critical Hdwy 6.47 6.2 - - 4.1 - Critical Hdwy Sig 1 5.47 - - - - - Critical Hdwy Sig 2 5A7 - - - - - Follow-up Hdwy 3.563 3.3 - - 2.2 - Pot Cap-1 Maneuver 378 760 - - 1290 - Stage 1 753 - - - - - Stage 2 629 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 378 760 - - 1290 - Mov Cap-2 Maneuver 378 - - - - - Stage 1 753 - - - - - Stage 2 628 - - - - - HCM Control Delay, s 14.4 0 0 HCM LOS B Capacity (vehlh) - - 403 1290 - HCM Lane VIC Ratio - - 0.048 0.001 - HCM Control Delay (s) - - 14.4 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile 0(veh) - - 0.1 0 - 18-044 - IL 120 Speedway - McHenry Synchro 9 Report AM Existing HCM 2010 TWSC 5: Ringwood Road & Chesapeake Drive 03/09/2018 Int Delay, s/veh 0.1 Lane Configurations Traffic Vol, vehlh 0 Future Vol, veh/h 0 Conflicting Peds, #/hr 0 Sign Control Stop RI' Channelized Storage Length Veh In Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 4 T• 4 1 237 372 0 4 1 237 372 0 0 0 0 0 0 Stop Free Free Free Free None - None - None 0 - - - - 0 - - 0 0 - 0 - - 0 0 - 83 83 83 83 83 83 0 0 0 8 2 0 0 5 1 286 448 0 Conflicting Flow All 736 448 448 0 - 0 Stage 1 448 - - _ Stage 2 288 - - Critical Hdwy 6.4 6.2 4.1 - Critical Hdwy Stg 1 5.4 - Critical Hdwy Stg 2 5.4 - - Follow-up Hdwy 3.5 3.3 2.2 PotCap-1 Maneuver 389 615 1123 Stage 1 648 - - Stage 2 766 - - Platoon blocked, % Mov Cap-1 Maneuver 389 615 1123 Mov Cap-2 Maneuver 389 - Stage 1 648 Stage 2 765 HCM Control Delay, s 10.9 0 0 HCM LOS B Capacity (vehlh) 1123 - 615 - - HCM Lane V/C Ratio 0.001 - 0.008 - - HCM Control Delay (s) 8.2 0 10.9 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0 - - 18-044 - IL 120 Speedway - McHenry AM Existing Synchro 9 Report HCM 2010 TWSC 6: Ringwood Road & Brittany Drive 03/09/2018 Int Delay, s/veh 0.3 Lane Configurations Y Traffic Vol, veh/h 9 Future Vol, veh/h 9 Conflicting Peds, #/hr 0 Sign Control Stop RTChannelized - Storage Length 0 Veh in Median Storage, # 0 Grade, % 0 Peak Hour Factor 82 Heavy Vehicles, % 1 Mvmt Flow 11 t If OT 3 236 1 1 363 3 236 1 1 363 0 0 0 0 0 Stop Free Free Free Free None - None - None - - 60 - - - 0 - - 0 - 0 - - 0 82 82 82 82 82 0 8 0 0 2 4 288 1 1 443 Conflicting Flow All 733 288 0 0 288 0 Stage 1 288 - - - - - Stage 2 445 - - - - - Critical Hdwy 6.41 6.2 - - 4.1 - Critical Hdwy Sig 1 5.41 - - - - - Critical Hdwy Sig 2 5.A1 - - - - - Follow-up Hdwy 3.509 3.3 - - 2.2 - Pot Cap-1 Maneuver 389 756 - - 1286 - Stage 1 763 - - - - - Stage 2 648 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 389 756 - - 1286 - Mov Cap-2 Maneuver 389 - - - - - Stage 1 763 - - - - - Stage 2 647 - - - - - HCM Control Delay, s 13.4 0 0 HCM LOS B Capacity (veh/h) - - 443 1286 - HCM Lane V/C Ratio - - 0.033 0.001 - HCM Control Delay (s) - - 13.4 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile 0(veh) - - 0.1 0 - 18-044 - IL 120 Speedway - McHenry Synchro 9 Report AM Existing HCM 2010 TWSC 7: Ringwood Road & Shore Drive 03/09/2018 Int Delay, slveh 0.8 Lane Configurations Y + If *T Traffic Vol, vehlh 16 22 213 26 8 348 Future Vol, vehm 16 22 213 26 8 348 Conflicting Peds, #!hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None � Storage Length 0 - - 50 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 _ 0 _ 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 0 9 6 19 0 2 Mvmt Flow 19 26 251 31 9 409 Conflicting Flow All 679 251 0 0 251 0 Stage 1 251 - - - - _ Stage 2 428 Critical Hdwy 6.4 6.29 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - _ Critical Hdwy So 2 5A - - _ - _ Follow-up Hdwy 3.5 3.381 - - 2.2 - Pot Cap-1 Maneuver 420 771 - - 1326 - Stage 1 795 - - _ _ Stage 2 662 - Platoon blocked, % Mov Cap-1 Maneuver 416 771 - - 1326 - Mov Cap-2 Maneuver 416 - - - - _ Stage 1 795 - Stage 2 656 - HCM Control Delay, s 11.9 0 0.2 HCM LOS B Capacity (vehlh) - - 567 1326 - HCM Lane VIC Ratio - - 0.079 0.007 - HCM Control Delay (s) - - 11.9 7.7 0 HCM Lane LOS - - B A A HCM 95th We 0(veh) - - 0.3 0 - 18-044 - IL 120 Speedway - McHenry Synchro 9 Report AM Existing HCM 2010 TWSC 2: Ringwood Road & South School Access 03/09/2018 Int Delay, s/veh 1.3 Lane Configurations I r 1i Traffic Vol, veh/h 45 11 471 69 10 349 Future Vol, veh/h 45 11 471 69 10 349 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None = None - None Storage Length 0 0 - - - - Veh In Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 27 67 2 4 20 3 Mvmt Flow 48 12 506 74 11 375 Conflicting Flow Al 941 544 0 0 581 0 Stage 1 544 - - - _ _ Stage 2 397 - - - - _ Critical Hdwy 6.67 6.87 - - 4.3 - Critical Hdwy Stg 1 5.67 - - - _ Critical Hdwy Slg 2 5.67 - - - - Follow-up Hdwy 3.743 3.903 - - 2.38 - Pot Cap-1 Maneuver 264 432 - - 910 - Stage 1 535 - - - - _ Stage 2 628 - - - - _ Platoon blocked, % Mov Cap-1 Maneuver 260 432 - - 910 - Mov Cap-2 Maneuver 260 - - - - _ Stage 1 535 - Stage 2 619 - HCM Control Delay, s 20.4 0 0.3 HCM LOS C Capacity (veh/h) - - 260 432 910 - HCM Lane V/C Ratio - - 0.186 0.027 0.012 - HCM Control Delay (s) - - 22 13.6 9 0 HCM Lane LOS - - C 8 A A HCM 95th %tile Q(veh) - - 0.7 0.1 0 - 18.044 - IL 120 Speedway - McHenry Synchro 9 Report PM Existing HCM 2010 TWSC 3: Ringwood Road & North School Access Int Delay, slveh 0.3 Lane Configurations I F + f Traffic Vol, veh/h 13 3 482 0 0 346 Future Vol, veh/h 13 3 482 0 0 346 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None _ None Storage Length 0 0 - _ Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - _ 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 0 0 4 0 0 3 Mvmt Flow 14 3 518 0 0 372 Conflicting Flow All 890 518 0 Stage 1 518 - _ Stage 2 372 - _ Critical Hdwy 6.4 6.2 - Critical Hdwy Sig 1 5.4 - _ Critical Hdwy Stg 2 5.4 - _ Follow-up Hdwy 3.5 3.3 - Pot Cap-1 Maneuver 316 562 - 0 0 - Stage 1 602 - - 0 0 - Stage 2 702 - - 0 0 - Platoon blocked, % _ Mov Cap-1 Maneuver 316 562 Mov Cap-2 Maneuver 316 Stage 1 602 Stage 2 702 HCM Control Delay, s 15.9 0 0 HCM LOS C Capacity (vehlh) - 316 562 - HCM Lane V/C Ratio - 0.044 0.006 - HCM Control Delay (s) - 16.9 11.4 - HCM Lane LOS _ C g _ HCM 95th %tile 0(veh) - 0.1 0 - n3mnm a 18-044 - IL 120 Speedway - McHenry PM Existing Synchro 9 Report HCM 2010 TWSC 4: Ringwood Road & Sherman Drive 03109/2018 Int Delay, s/veh 0.2 Lane Configurations ►fir Traffic Vol, veh/h 4 Future Vol, veh/h 4 Conflicting Peds, #1hr 0 Sign Control Stop RT Channelized - Storage Length 0 Veh In Median Storage, # 0 Grade, % 0 Peak Hour Factor 98 Heavy Vehicles, % 0 Mvmt Flow 4 T F 3 471 14 5 342 3 471 14 5 342 0 0 0 0 0 Stop Free Free Free Free None - None - None - - 65 - - - 0 - - 0 - 0 - - 0 98 98 98 98 98 33 2 0 0 3 3 481 14 5 349 Conflicting Flow All 840 481 0 0 481 0 Stage 1 481 - - - - - Stage 2 359 - - - - - Critical Hdwy 6.4 6.63 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - Criticai Hdwy Sig 2 5A - - - - - Follow-up Hdwy 3.5 3.597 - - 2.2 - Pot Cap-1 Maneuver 338 527 - - 1092 - Stage 1 626 - - - - - Stage 2 711 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 336 527 - - 1092 - Mov Cap-2 Maneuver 336 - - - - - Stage 1 626 - - - - - Stage 2 707 - - - - - HCM Control Delay, s 14.2 0 0.1 HCM LOS B Capacity (veh/h) - - 398 1092 - HCM Lane V/C Ratio - - 0.018 0.005 - HCM Control Delay (s) - - 14.2 8.3 0 HCM Lane LOS - - B A A HCM 95th %tile 0(veh) - - 0.1 0 - 18-044 - It. 120 Speedway - McHenry Synchro 9 Report PM Existing HCM 2010 TWSC 5: Ringwood Road & Chesapeake Drive int Delay, s/veh 0 Lane Configurations v`+i► Traffic Vol, veh/h 0 2 2 472 5 1 Future Vol, veh/h 0 2 2 472 345 1 Conflicting Peds, #fir 0 0 0 0 0 0 Sign Control RT Channelized Stop Stop Free Free Free Free Storage Length - 0 None _ - None - hone Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 2 3 0 Mvmt Flow 0 2 2 497 363 1 Conflicting Flow All 865 364 364 0 p Stage 1 364 - - Stage 2 501 _ _ _ _ Critical Hdwy 6.4 6.2 4.1 - _ _- Critical Hdwy Sig 1 5.4 - Critical Hdwy Sig 2 5A Follow-up Hdwy 3.5 3.3 2.2 - Pot Cap-1 Maneuver 327 685 1206 . Stage 1 707 _ - Stage 2 613 - _ Platoon blocked, % Mov Cap-1 Maneuver 326 685 1206 - Mov Cap-2 Maneuver 326 - - _ Stage 1 707 Stage 2 612 HCM Control Delay, s 10.3 0 0 HCM LOS g Capacity (veh/h) 1206 - 685 - HCM Lane VIC Ratio 0.002 - 0.003 HCM Control Delay (s) 8 0 10.3 HCM Lane LOS A A B - HCM 95th %tile O(veh) 0 - 0 - 03/09/2018 18-044 - IL 120 Speedway - McHenry PM Existing Synchro 9 Report HCM 2010 TWSC 6: Ringwood Road & Brittany Drive 03109/2018 Int Delay, stveh 0.1 Lane Configurations Y t r 4 Traffic Vol, vehm 4 1 466 6 4 342 Future Vol, vehm 4 1 466 6 4 342 Conflicting Peds, Nhr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None "' - None Storage Length 0 - - 60 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 2 17 0 3 Mvmt Flow 4 1 491 6 4 360 Conflicting Flow All 859 491 0 0 491 0 Stage 1 491 - - - - - Stage 2 368 - - - - - Critical Hdwy 6A 6.2 - - 4.1 - Critical Hdwy Sig 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 329 582 - - 1083 - Stage 1 619 - - - - - Stage 2 704 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 327 582 - - 1083 - Mov Cap-2 Maneuver 327 - - - - - Stage 1 619 - - - - - Stage 2 700 - - - - HCM Control Delay, s 15.2 0 0.1 HCM LOS C Capacity (vehlh) - 358 1083 - HCM Lane VIC Ratio - - 0.015 0.004 - HCM Control Delay (s) - - 15.2 8.3 0 HCM Lane LOS - - C A A HCM 95th %tile 0(veh) - - 0 0 - 18-044 - IL 120 Speedway - McHenry Synchro 9 Report PM Existing HCM 2010 TWSC 7: Ringwood Road & Shore Drive Int Delay, s/veh 0.8 Lane Configurations lyr + F Trafic Vol, veh/h 6 20 461 6 39 340 Future Vol, veh/h 6 20 461 6 39 340 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control RT 6iannt,'lzed Stop - Stop None Free Free Free None Free Storage Length 0 - - - - 50 - None Veh In Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 0 15 2 17 3 3 MvmtFlow 6 21 480 6 41 354 Conflicting Flow All 915 480 0 0 480 0 Stage 1 480 - _ Stage 2 435 - _ _ Critical Hdwy 6.4 6.35 - - 4.13 - Critical Hdwy Stg 1 5.4 Critical Hdwy Sig 2 5A - Follow-up Hdwy 3.5 3.435 - - 2.227 Pot Cap-1 Maneuver 305 560 - _ 1077 Stage 1 627 - _ Stage 2 657 - _ Platoon blocked, % _ _ _ Mov Cap-1 Maneuver 291 560 _ _ 1077 _- Mov Cap-2 Maneuver 291 - Stage 1 627 Stage 2 626 - HCM Control Delay, s 13.3 0 0.9 HCM LOS g Capacity (veh/h) - - 462 1077 HCM Lane V/C Ratio - - 0.059 0.038 - HCM Control Delay (s) - - 13.3 8.5 0 HCM Lane LOS B A A HCM 95th %tile 0(veh) - - 0.2 0.1 - n-1/noNn1 Q 18-044 - It. 120 Speedway - McHenry PM Existing Synchro 9 Report Lanes, Volumes, Timings 1: Curran Road/Ringwood Road & IL 120 03/08/2018 Lane Configurations I Tf+ 1 0 1 T+ I T Traffic Volume (vph) 62 627 20 33 403 230 45 174 92 296 221 47 Future Volume (vph) 62 627 20 33 403 230 45 174 92 296 221 47 Ideal Flow (vphpQ 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (fl) 10 12 12 10 12 12 11 13 13 11 14 14 Grade (%) 0% 0% 0% 0% Storage Length (ft) 145 0 155 0 110 0 190 0 Storage Lanes 1 0 1 0 1 ,. �. 0 1 0 Taper Length (ft) 135 110 95 130 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.995 0.946 0.948 0.974 Fit Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1491 3386 0 1636 3218 0 1616 1802 0 1678 1886 0 Fit Permitted 0.212 0.248 0.569 0.208 Satd. Flow (perm) 333 3386 0 427 3218 0 968 1802 0 367 1886 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 4 132 23 10 Link Speed (mph) 45 45 35 35 Link Distance (ft) 503 1298 661 239 Travel Time (s) 7.6 19.7 12.9 4.7 Confl. Peds. (#fir) Confl. Bikes (#fir) Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 13% 5% 39% 3% 6% 6°% 8% 4% 2% 4°% 1% 22% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#fir) Mid -Block Traffic (%) 0°% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 73 762 0 39 745 0 53 313 0 348 315 0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 15.0 3.0 8.0 3.0 8.0 Minimum Split (s) 7.0 21.0 7.0 21.0 7.0 14.0 7.0 14.0 Total Split (s) 13.0 45.0 13.0 45.0 12.0 25.0 17.0 30.0 Total Split (%) 13.0°% 45.0% 13.0% 46.0°% 12.0% 25.0% 17.0% 30.0°% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All -Red Time (s) 0.5 1.5 0.6 1.5 0.5 1.5 0.6 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Act EHct Green (s) 44.8 37.5 42.5 34.5 28.2 18.7 45.4 33.9 Actuated g/C Ratio 0.45 0.38 0.42 0.34 0.28 0.19 0.45 0.34 18-044 - IL 120 Speedway - McHenry Synchro 9 Report AM Projected Lanes, Volumes, Timings 1: Curran Road/Rin wood Road & IL 120 03I08/2018 v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced vlc Ratio 0.30 0.60 16.8 27.5 0.0 0.0 16.8 27.5 B C 26.5 C 25 213 „} 41 235 423 145 253 1332 0 0 0 0 0 0 0.29 0.57 0.14 0.62 14.1 24.6 0.0 0.0 14.1 24.6 B C 24.1 C 13 174 25 196 1218 155 295 1335 0 0 0 0 0 0 0.13 0.56 Area Type: Other Cycle length:100 Actuated Cycle Length:100 Offset: 42 (42%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 65 Control Type: Actuated -Coordinated Maximum v/c Ratio. 0.88 Intersection Signal Delay: 32.1 Intersection LOS: C Intersection Capacity Utilization 69.8% ICU Level of Service C Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 0.17 0.88 20.0 63.0 0.0 0.0 20.0 63.0 B E 56.8 E 19 182 44 #301 581 110 332 361 0 0 0 0 0 0 0.16 0.87 0.80 0.49 38.2 31.3 0.0 0.0 38.2 31.3 D C 35.0 C 151 161 #336 253 159 190 437 646 0 0 0 0 0 0 0.80 0.49 18-044 - IL 120 Speedway - McHenry AM Projected Synchro 9 Report Lanes, Volumes, Timings 1: Curran Road/Ringwood Road & IL 120 03/08/2018 --.* -0 -V 'r '- k 4N t /'0 �► 4/ Lane Configurations 1 0 1 to f+ I 1� Traffic Volume (vph) 64 642 59 120 675 249 71 265 88 206 204 35 Future Volume (vph) 64 542 59 120 675 249 71 265 88 206 204 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 12 12 10 12 12 11 13 13 11 14 1.4 Grade (%) 0% 0°% 0% 0% Storage Length (ft) 145 0 155 0 110 0 190 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 135 110 95 130 Lane Util. Factor 1.00 0.95 0.95 1.00 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Pod Bike Factor Frt 0.985 0.960 0.963 0.978 Fit Protected 0.950 0.950 0.950 0.950 Said. Flow (prot) 1574 3409 0 1604 3326 0 1312 1877 0 1678 1894 0 Fit Permitted 0.191 0.311 0.587 0.210 Said. Flow (perm) 317 3409 0 525 3326 0 811 1877 0 371 1894 0 Right Turn on Red Yes Yes Yes Yes Said. Flow (RTOR) 12 55 15 8 Link Speed (mph) 45 45 35 35 Link Distance (ft) 486 1298 661 244 Travel Time (s) 7.4 19.7 12.9 4.8 Confl. Peds. (#/hr) Contl. Bikes (#Ihr) Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Growth Factor 100% 100°% 100°% 100% 100°% 100% 100% 100°% 100% 100% 100% 100% Heavy Vehicles (°%) 7% 4% 7% 5°% 5% 2°% 33% 1°% 0°% 4% 1% 26°% Bus Blockages (#Ihr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0°% 0°% 0°% Shared Lane Traffic (%) Lane Group Flow (vph) 65 607 0 121 934 0 72 357 0 208 241 0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 3.0 15.0 3.0 15.0 3.0 8.0 3.0 8.0 Minimum Split (s) 7.0 21.0 7.0 21.0 7.0 14.0 7.0 14.0 Total Split (s) 13.0 45.0 15.0 47.0 13.0 35.0 15.0 37.0 Total Split (%) 11.8°% 40.9°% 13.6% 42.7°% 11.8°% 31.8% 13.6°% 33.6°% Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All -Red Time (s) 0.5 1.6 0.5 1.5 0.5 1.5 0.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Mln None None None None Act Oct Green (s) 52.3 42.4 56.4 46.1 36.1 25.5 43.0 31.5 Actuated g/C Ratio 0.48 0.39 0.51 0.42 0.33 0.23 0.39 0.29 18-044 - IL 120 Speedway - McHenry Synchro 9 Report PM Existing Lanes, Volumes, Timings 1: Curran Road/Ringwood Road & IL 120 03/08/2018 4/ v!c Ratio Control Delay0.24 0.27 10.0 0.46 0.33 16.7 0.65 0.80 0.71 0.44 Queue Delay 0.0 0.0 0.0 28.1 22.5 51.7 37.8 34.3 Total Delay LOS 16.9 27.0 10.0 28.0 0.0 22C 0.0 51.7 0.0 37.8 0.0 34.3 Approach Delay B C 26.0 B C 26C C D D C Approach LOS C C 46.8 35.9 Queue length 50th (ft) 23 170 44 276 31, D D Queue Length 95th (ft) 46 226 77 357 62 225 96 136 Internal Link Dist (ft) 406 1218 326 #166 211 Turn Bay Length (0) 145 155 581 164 Base Capacity A ty(vph) Starvation Cap Reductn 256 0 1320 379 1426 110 311 505 190 292 554 Spillback Cap Reducin 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 p 0 0 0 0 0 0 Reduced v/c Ratio 0.25 0.46 0.32 0.65 0 0.23 0 0.71 0 0 0.71 0.44 Area Type: Other Cycle Length:110 Actuated Cycle Length: 110 Offset. 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 31.4 Intersection LOS: C Intersection Capacity Utilization 77.5% ICU Level of Service D Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 18-044 - IL 120 Speedway - McHenry PM Existing Synchro 9 Report HCM 2010 TWSC 2: Ringwood Road & South School Access 03/09/2018 Int Delay, s/veh 16.2 Lane Configurations r ll� 4 Traffic Vol, vehlh 126 38 218 248 45 420 Future Vol, vehlh 126 38 218 248 45 420 Conflicting Peds, Nhr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 69 69 69 69 69 69 Heavy Vehicles, % 0 0 6 6 9 1 Mvmt Flow 183 55 316 359 65 609 Conflicting Flow All 1235 496 0 0 675 0 Stage 1 496 - - - - - Stage 2 739 - - - - Critical Hdwy 6.4 6.2 - - 4.19 - Critical Hdwy Stg 1 5.4 - - - - _ Critical Hdwy Stg 2 5A - - - - Follow-up Hdwy 3.5 3.3 - - 2.281 - Pot Cap-1 Maneuver 197 578 - - 884 - Stage 1 616 - - - - - Stage 2 476 - - - - Platoon blocked, % Mov Cap-1 Maneuver — 175 578 - - 884 - Mov Cap-2 Maneuver — 175 - Stage 1 616 - - - - - Stage 2 423 - - - - - HCM Control Delay, s 105.8 0 0.9 HCM LOS F Capacity (vehlh) - - 175 578 884 - HCM Lane VIC Ratio - - 1.043 0.095 0.074 - HCM Control Delay (s) - - 134.1 11.9 9A 0 HCM Lane LOS - - F B A A HCM 95th %tile Q(veh) - - 8.8 0.3 0.2 - —: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined •: All major volume in platoon 18.044 - IL 120 Speedway - McHenry Synchro 9 Report AM Projected HCM 2010 TWSC 3: Ringwood Road & North School Access In( Delay, s/veh 1.6 Lane Configurations �► �► ,� Traffic Vol, veh/h 42 13 256 0 0 423 Future Vol, vehlh 42 13 256 0 0 423 Conflicting Peds, Or 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - No;,a - None - None Storage Length 0 0 Veh In Median Storage, # 0 - 0 - - 0 Grade, % 0 _ 0 _ _ 0 Peak Hour Factor 69 69 69 69 69 69 Heavy Vehicles, % 29 38 6 0 0 1 Mvmt Flow 61 19 371 0 0 613 Conflicting Flow All 984 371 0 - Stage 1 371 - - Stage 2 613 - - - _ Critical Hdwy 6.69 6.58 Critical Hdwy Stg 1 5.69 - Critical Hdwy Stg 2 5.69 - - - Follow-up Hdwy 3,761 3.642 - - Pot Cap-1 Maneuver 246 602 - 0 0 - Stage 1 642 - - 0 0 - Stage 2 492 - - 0 0 _ Platoon blocked, % _ Mov Cap-1 Maneuver 246 602 - - _ _ Mov Cap-2 Maneuver 246 - - - Stage 1 642 - _ - Stage 2 492 - _ _ HCM Control Delay, s 21.3 0 0 HCM LOS C Capacity (vehlh) - 246 602 - HCM Lane V/C Ratio - 0.247 0.031 - HCM Control Delay (s) - 24A 11.2 . HCM Lane LOS _ C B HCM 95th °stile Q(veh) - 0.9 0.1 - nVn4r7ni n 18-044 - IL 120 Speedway - McHenry AM Projected Synchro 9 Report HCM 2010 TWSC 4: Ringwood Road & Sherman Drive 03/09/2018 Int Delay, slveh 0.4 Lane Configurations Y + if 4 Traffic Vol, veh/h 14 2 267 2 1 409 Future Vol, veh/h 14 2 267 2 1 409 Conflictng Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Nune - None - None Storage Length 0 - - 65 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, °% 0 - 0 - - 0 Peak Hour Factor 83 83 83 83 83 83 Heavy Vehicles, % 7 0 8 0 0 2 Mvmt Flow 17 2 322 2 1 493 Conflicting Flow All 817 322 0 0 322 0 Stage 1 322 - - - - - Stage 2 495 - - - - - CdOcal Hdwy 6A7 6.2 - - 4.1 - Critical Hdwy Stg 1 5.47 - - - - - Critical Hdwy Stg 2 5.47 - - - - - Follow-up Hdwy 3.563 3.3 - - 2.2 - Pot Cap-1 Maneuver 339 724 - - 1249 - Stage 1 723 - - - - Stage 2 602 - - - - - Platoon blocked, °% - - - Mov Cap-1 Maneuver 339 724 - - 1249 - Mov Cap-2 Maneuver 339 - - - - - Stage 1 723 - - - - - Stage 2 601 - - - - - HCM Control Delay, s 15.5 0 0 HCM LOS C Capacity (vehlh) - - 363 1249 - HCM Lane WC Ratio - - 0.053 0.001 - HCM Control Delay (s) - - 15.5 7.9 0 HCM Lane LOS - - C A A HCM 95th %tile 0(veh) - - 0.2 0 - 18-044 - IL 120 Speedway - McHenry Synchro 9 Report AM Projected HCM 2010 TWSC 5: Ringwood Road & Chesapeake Drive Int Delay, s/veh 0.1 Lane Configurations Y *T T# Traffic Vol, veh/h 0 4 1 268 406 0 Future Vol, veh/h 0 4 1 268 406 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control RT Channelized Stop - Stop None Free Free Free Free Storage Length 0 - None - None Veh In Median Storage, # 0 - - 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 83 83 83 83 83 83 Heavy Vehicles, % 0 0 0 8 2 0 Mvmt Flow 0 5 1 323 489 0 Conflicting Flow All 814 489 489 0 - 0 Stage 1 489 - - Stage 2 325 - _ Critical Hdwy 6.4 6.2 4.1 - _ - CdUcal Hdwy Stg 1 5.4 - Critical Hdwy Sig 2 5.4 - _ Follow-up Hdwy 3.5 3.3 2.2 - Pot Cap-1 Maneuver 350 583 1085 Stage 1 621 - Slap 2 737 - _ Platoon blocked, % Mov Cap-1 Maneuver 350 583 1085 - Mov Cap-2 Maneuver 350 - _ Stage 1 621 - - Stage 2 736 - _ HCM Control Delay, s 11.2 0 0 HCM LOS B Capacity (veh/h) 1085 - 583 - HCM Lane V/C Ratio 0.001 - 0.008 HCM Control Delay (s) 8.3 0 11.2 HCM Lane LOS A A B - HCM 95th %tile Q(veh) 0 - 0 03/09/2018 18-044 - IL 120 Speedway - McHenry AM Projected Synchro 9 Report HCM 2010 TWSC 6: Ringwood Road & Brittany Drive 03/09/2018 Int Delay, s/veh 0.3 Lane Configurations Y Traffic Vol, veh/h 9 Future Vol, veh/h 9 Conflicting Peds, #/hr 0 Sign Control Stop RT Channelized - Storage Length 0 Veh In Median Storage, # 0 Grade, % 0 Peak Hour Factor 82 Heavy Vehicles, % 1 Mvmt Flow 11 t IN 4 3 267 1 1 397 3 267 1 1 397 0 0 0 0 0 Stop Free Free Free Free None - None - None M - - 60 - - - 0 - - 0 - 0 - - 0 82 82 82 82 82 0 8 0 0 2 4 326 1 1 484 Conflicting Flow All 813 326 0 0 326 0 Stage 1 326 - - - - - Stage 2 487 - - - - - Crificai Hdwy 6.41 6.2 - - 4.1 - Critical Hdwy Stg 1 5.41 - - - - - Crifical Hdwy Sig 2 5AII - - - - - Follow-up Hdwy 3.509 3.3 - - 2.2 - Pot Cap-1 Maneuver 349 720 - - 1245 - Stage 1 734 - - - - - Stage 2 620 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 349 720 - - 1245 - Mov Cap-2 Maneuver 349 - - - - - Stage 1 734 - - - - - Stage 2 619 - - - - - HCM Control Delay, s 14.3 0 0 HCM LOS B Capacity (veh/h) - - 401 1245 - HCM Lane WC Ratio - - 0.036 0.001 - HCM Control Delay (s) - - 14.3 7.9 0 HCM Lane LOS - - B A A HCM 95th %file O(veh) - - 0.1 0 - 18.044 - It. 120 Speedway - McHenry Synchro 9 Report AM Projected HCM 2010 TWSC 7: Ringwood Road & Shore Drive Int Delay, s/veh 0.8 Lane Configurations Y T F .T Traffic Vol, veh/h 16 22 244 26 8 382 Future Vol, vehm 16 22 244 26 8 382 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channetized - None None - None Storage Length 0 - - 50 - - Veh In Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - _ 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 0 9 6 19 0 2 Mvmt Flow 19 26 287 31 9 449 Conflicting Flow All 755 287 0 0 287 0 Stage 1 287 - - _ Stage 2 468 - _ - Critical Hdwy 6A 6.29 - - 4.1 - Critical Hdwy Stg 1 5.4 - - _ _ _ Critical Hdwy Sig 2 5.4 - Follow-up Hdwy 3.5 3.381 - - Y.2 Pot Cap-1 Maneuver 379 736 - - 1287 _ Stage 1 766 - - _ Stage 2 634 _ _ Platoon blocked, % - _ Mov Cap-1 Maneuver 376 736 - - 1287 - Mov Cap-2 Maneuver 376 - Stage 1 766 - Stage 2 628 HCM Control Delay, s 12.6 0 0.2 HCM LOS B Capacity (vehlh) - - 525 1287- HCM Lane V/C Ratio - - 0.085 0.007 - HCM Control Delay (s) - - 12.5 7.8 0 HCM Lane LOS - B A A HCM 95th %tile Q(veh) - - 0.3 0 - nzmamn,o 18-044 - It. 120 Speedway - McHenry AM Projected Synchro 9 Report HCM 2010 TWSC 8: IL 120 & Proposed Full Access Drive 03/09/2018 Int Delay, sfveh 0.9 Lane Configurations ►Yr I f t 0 Tratflc Vol, vehlh 27 23 37 682 463 32 Future Vol, vehlh 27 23 37 682 463 32 Conflicting Peds, Nhr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelled - None - None - None Storage Length 0 - 215 - - - Veh In Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 14 6 6 9 Mvmt Flow 28 24 39 718 487 34 Conflicting Flow All 941 261 521 0 - 0 Stage 1 504 - - - - - Stage 2 437 - - - - - Critical Hdwy 6.8 6.9 4.38 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Sig 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 2.34 - - - Pot Cap-1 Maneuver 265 744 962 - - - Stage 1 578 - - - - - Stage 2 624 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 254 744 962 - - - Mov Cap-2 Maneuver 254 - - - - - Stage 1 578 - - - - - Stage 2 599 - - - - - HCM Control Delay, s 18.6 0.6 0 HCM LOS C Capacity (vehlh) - - 962 - 364 HCM Lane V1C Ratio - - 0.04 - 0.145 HCM Control Delay (s) - - 8.9 - 16.6 HCM Lane LOS - - A - C HCM 95th %tile 0(veh) - - 0.1 - 0.6 18-044 - IL 120 Speedway - McHenry Synchro 9 Report AM Projected HCM 2010 TWSC 9: Ringwood Road & Proposed Full Access Drive Int Delay, s/veh 0.1 Lane Configurations ,� ,� Traffic Vol, vehm 0 8 0 466 546 0 Future Vol, veh/h 0 8 0 466 546 0 Conflicting Peds, Nhr 0 0 0 0 0 0 Sign Control RT Channelized Stop - Stop None Free Free Free Free Storage length _ 0 - _ None _ - Nona Veh in Median Storage, # 0 - - 0 0 _ Grade, % 0 - - 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 100 0 6 3 0 Mvmt Flow 0 8 0 491 575 0 Conflicting FlowAll - 575 - 0 - 0 Stage 1 _ Stage 2 __- Critical Hdwy - 7.2 Critical Hdwy Sig 1 - _ Critical Hdwy Sig 2 _ Follow-up Hdwy _ 4.2 Pot Cap-1 Maneuver 0 373 0 _ _ 0 Stage 1 0 _ 0 _ _ 0 Stage 2 0 _ 0 _ _ 0 Platoon blocked, % Mov Cap-1 Maneuver - 373 _ Mov Cap-2 Maneuver - _ _ _ Stage 1 - _ _ Stage 2 _ _ _ _ HCM Control Delay, s 14.9 0 0 HCM LOS g Capacity (veh/h) - 373 - HCM Lane V/C Ratio - 0.023 - HCM Control Delay (s) - 14.9 - HCM Lane LOS _ g _ HCM 95th °,6tile 0(veh) _ 0.1 _ 03/09/2018 18-044 - IL 120 Speedway - McHenry AM Projected Synchro 9 Report HCM 2010 TWSC 10: Ringwood Road & Proposed Right-In/Right-Out Access Drive 0310912018 Int Delay, slveh 0.4 Lane Configurations �. Traffic Vol, vehm 0 31 0 466 533 21 Future Vol, vehlh 0 31 0 466 533 21 Conflicting Peds, #1hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None Storage Length - 0 - - - - Veh In Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 6 3 0 Mvmt Flow 0 33 0 491 561 22 Conflicting Flow All - 672 - 0 - 0 Stage 1 - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 - - - - Pot Cap-1 Maneuver 0 523 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 523 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - HCM Control Delay, s 12.3 0 0 HCM LOS B Capacity (vehlh) - 523 - - HCM Lane V1C Ratio - 0.062 - - HCM Control Delay (s) - 12.3 - - HCM Lane LOS - B - - HCM 95th %file Q(veh) - 0.2 - - 18-044 - It. 120 Speedway - McHenry Synchro 9 Report AM Projected HCM 2010 TWSC 2: Ringwood Road & South School Access Int Delay, s/veh 1.3 Lane Configurations IF T* a Traffic Vol, vehfi 45 11 509 69 10 379 Future Vol, veh/h 45 11 509 69 10 379 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control RT Grianneliied Stop Stop Free Free Free Free Storage Length - 0 None 0 - - None - None Veh In Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 27 67 2 4 20 3 Mvmt Flow 48 12 547 74 11 408 Conflicting Flow All 1013 584 0 0 622 0 Stage 1 584 - - Stage 2 429 - _ _ Critical Hdwy 6.67 6.87 - - _ 4.3 _- Critical Hdwy Sig 1 5.67 - _ _ Critical Hdwy Stg 2 5.67 - _ Follow-up Hdwy 3.743 3.903 - - 2.38 _- Pot Cap-1 Maneuver 238 408 - - 878 - Stage 1 511 - Stage 2 607 __- Platoon blocked, % Mov Cap-1 Maneuver 234 408 - _ 878 Mov Cap-2 Maneuver 234 - Stage 1 511 - Stage 2 597 - HCM Control Delay, s 22.4 0 0 2 HCM LOS C Capacity (veh1h) - - 234 408 878 HCM Lane V/C Ratio HCM Control Delay (s) - - 0.207 0.029 0.012 HCM Lane LOS - - 24A 14.1 9.2 0 - C B A A HCM 95th %tile 0(veh) - - 0.8 0.1 0 - 03/12/2018 18-044 - IL 120 Speedway - McHenry PM Projected Synchro 9 Report HCM 2010 TWSC 3: Ringwood Road & North School Access 03/12/2018 Int Delay, slveh 0.3 Lane Configurations + Traffic Vol, vehfh 13 3 520 0 0 376 Future Vol, vehlh 13 3 520 0 0 376 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free 1-RT Channelized - None - None - None ~^� Storage Length 0 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 0 0 4 0 0 3 Mvmt Flow 14 3 559 0 0 404 Conflicting Flow Al 963 559 0 - - - Stage 1 559 - - - - - Stage 2 404 - - - - - Critical Hdwy 6.4 6.2 - - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - - - Pot Cap-1 Maneuver 286 532 - 0 0 - Stage 1 576 - - 0 0 - Stage 2 679 - - 0 0 - Platoon blocked, % - - Mov Cap-1 Maneuver 286 532 - - - - Mov Cap-2 Maneuver 286 - - - - - Stage 1 576 - - - - - Stage 2 679 - - - - - HCM Control Delay, s 17 0 0 HCM LOS C Capacity (vehlh) - 286 632 HCM Lane V/C Ratio - 0.049 0.006 HCM Control Delay (s) - 18.2 11.8 HCM Lane LOS - C B HCM 95th %tile Q(veh) - 0.2 0 18-044 - IL 120 Speedway - McHenry Synchro 9 Report PM Projected HCM 2010 TWSC 4: Ringwood Road & Sherman Drive 03/12/2018 Int Delay, s/veh 0.2 Lane Configurations Y + r 4 Traffic Vol, veh/h 4 3 509 14 5 372 Future Vol, veh/h 4 3 509 14 5 372 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - Non6 -- None Storage Length 0 - - 65 - - Veh in Median Storage, # 0 - 0 - _ 0 Grade, % 0 - 0 - _ 0 Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 0 33 2 0 0 3 Mvmt Flow 4 3 519 14 5 380 Conflicting Flow All 909 519 0 0 519 0 Stage 1 519 - _ Stage 2 390 - - _ _ Critical Hdwy 6.4 6.53 - - 4.1 _ Critical Hdwy Stg 1 5.4 - - _ - _ Critical Hdwy Stg 2 5A - Follow-up Hdwy 3.5 3.597 - 2.2 _ Pot Cap4 Maneuver 308 500 - - 1057 - Stage 1 601 - - _ _ _ Stage 2 689 - - _ - - Platoon blocked, % Mov Cap-1 Maneuver 306 500 - - 1057 - Mov Cap-2 Maneuver 306 - Stage 1 601 Stage 2 685 HCM Control Delay, s 15 0 0. HCM LOS C Capacity (veh/h) - - 367 1057 - HCM Lane V/C Ratio - - 0.019 0.005 - HCM Control Delay (s) - - 15 8.4 0 HCM Lane LOS - - C A A HCM 95th %tile 0(veh) - - 0.1 0 - 18-044 - IL 120 Speedway - McHenry PM Projected Synchro 9 Report HCM 2010 TWSC 5: Ringwood Road & Chesapeake Drive 03/12/2018 Int Delay, stveh 0 Lane Configurations V 4 Traffic Vol, vehlh 0 2 2 510 375 1 Future Vol, vehlh 0 2 2 510 375 1 Conflicting Peds, #1hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - Norih - None 4 Storage Length 0 - - _ Veh In Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 2 3 0 Mvmt Flow 0 2 2 537 395 1 0 Conflicting Flow All 936 395 396 0 - Stage 1 395 - - - _ - Stage 2 541 - - - _ _ Critical Hdwy 6A 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5A Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 297 659 1174 - - - Stage 1 685 - - - - - Stage 2 588 - - - - Platoon blocked, % Mov Cap-1 Maneuver 296 659 1174 - - - Mov Cap-2 Maneuver 296 - - Stage 1 685 - - Stage 2 587 - - HCM Control Delay, s 10.5 0 0 HCM LOS B Capacity (4ehlh) 1174 - 659 - - HCM Lane VIC Ratio 0.002 - 0.003 - - HCM Control Delay (s) 8.1 0 10.5 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0 - 0 - - 18-044 - It. 120 Speedway - McHenry Synchro 9 Report PM Projected HCM 2010 TWSC 6: Ringwood Road & Brittany Drive 03/12/2018 ui- Int Delay, s/veh 0.1 Lane Configurations �► Traffic Vol, veh/h 4 1 504 6 4 372 Future Vol, vehm 4 1 504 6 4 372 Conflicting Peds, Nhr 0 0 0 0 0 0 Sign Control RTChannelized Stop - Stop None Free Free Free Free Storage Length 0 - - - None 60 - - None � Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 2 17 0 3 Mvmt Flow 4 1 531 6 4 392 Conflicting Flow All 931 531 0 0 531 0 Stage 1 531 - - Stage 2 400 - Critical Hdwy 6A 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - Critical Hdwy Stg 2 5.4 - - Follow-up Hdwy 3.5 3.3 - - 2.2 Pot Cap-1 Maneuver 299 552 - _ 1047 Stage 1 594 - - Stage 2 681 - - Platoon blocked, % - Mov Cap-1 Maneuver 298 552 - - 1047 Mov Cap-2 Maneuver 298 - - Stage 1 594 - - _ Stage 2 678 - - _ HCM Control Delay, s 16.2 0 0.1 HCM LOS C Capacity (vehlh) - - 328 1047 - HCM Lane V/C Ratio - - 0.016 0.004 HCM Control Delay (s) - - 16.2 8.5 0 HCM Lane LOS C A A HCM 95th %tile Q(veh) - - 0 0 - 18-044 - IL 120 Speedway - McHenry PM Projected Synchro 9 Report HCM 2010 TWSC 7: Ringwood Road & Shore Drive 03/12/2018 Int Delay, s/veh 0.7 Lane Configurations a` Traffic Vol, vehm 6 20 499 6 39 370 Future Vol, veh/h 6 20 499 6 39 370 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 50 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 0 15 2 17 3 3 Mvmt Flow 6 21 520 6 41 385 Conflicting Flow All 987 520 0 0 520 0 Stage 1 520 - - - - - Slage 2 467 - - - - - Critical Hdwy 6A 6.35 - - 4.13 - Critical Hdwy Stg 1 5.4 - - - - - Criticai Hdwy Stg 2 5A - - - - - Follow-up Hdwy 3.5 3.435 - - 2.227 - Pot Cap-1 Maneuver 277 531 - - 1041 - Stage 1 601 - - - - - Stage 2 635 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 263 631 - - 1041 - Mov Cap-2 Maneuver 263 - - - - - Stage 1 601 - - - - - Stage 2 603 - - - - - HCM Control Delay, s 13.9 0 0.8 HCM LOS B Capacity (vehlh) - - 430 1041 - HCM Lane V/C Ratio - - 0.063 0.039 - HCM Control Delay (s) - - 13.9 8.6 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0.1 - 18-044 - IL 120 Speedway - McHenry Synchro 9 Report PM Projected HCM 2010 TWSC 8: IL 120 & Proposed Full Access Drive 03/1212018 Int Delay, slveh 1.3 Lane Configurations Y I f T % Traffic Vol, vehlh 32 40 42 633 730 51 Future Vol, vehm 32 40 42 633 730 51 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - •r:ona - None Storage Length 0 - 215 - Veh In Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 12 5 5 6 Mvmt Flow 34 42 44 666 768 54 Conflicting Flow All 1217 411 822 0 - 0 Stage 1 795 - - - _ _ Stage 2 422 - - _ Critical Hdwy 6.8 6.9 4.34 - Critical Hdwy Stg 1 5.8 - - Critical Hdwy Stg 2 6.8 - - Follow-up Hdwy 3.5 3.3 2.32 Pot C8p-1 Maneuver 176 596 742 Stage 1 410 - - Stage 2 635 - - Platoon blocked, % Mov Cap-1 Maneuver 166 596 742 - - Mov Cap-2 Maneuver 166 - - Stage 1 410 - - Stage 2 597 - - HCM Control Delay, s 22.8 0.6 0 HCM LOS C Capacity (vehlh) - - 742 - 277 HCM Lane VIC Ratio - - 0.06 - 0.274 HCM Control Delay (s) - - 10.2 - 22.8 HCM Lane LOS _ _ g - C HCM 95th %Ufe 0(veh) - - 0.2 - 1.1 18-044 - IL 120 Speedway - McHenry PM Projected Synchro 9 Report HCM 2010 TWSC 9.• Ringwood Road & Proposed Full Access 03/12/2018 Int Delay, stveh 0.1 Lane Configurations r t t Traffic Vol, vehlh 0 8 0 578 424 0 Future Vol, vehlh 0 8 0 578 424 0 Conflicting Peds, Nhr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized =' None - None - None Storage Length - 0 _ _ _ Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 2 3 0 Mvmt Flow 0 8 0 608 446 0 Conflicting Flow Al . 446 - 0 - 0 Stage 1 - - _ _ _ Stage 2 - - Critical Hdwy - 6.2 Critical Hdwy Sig 1 - - Critical Hdwy Stg 2 - - Follow-up Hdwy - 3.3 _ _ _ _ Pot Cap-1 Maneuver 0 617 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0 Platoon blocked, % _ - Mov Cap-1 Maneuver - 617 - - - - Mov Cap-2 Maneuver - - Stage 1 - - Stage 2 - - HCM Control Delay, s 10.9 0 0 HCM LOS B Capacity (vehlh) - 617 - HCM Lane VIC Ratio - 0.014 - HCM Control Delay (s) - 10.9 - HCM Lane LOS - B - HCM 95th %tile Q(veh) - 0 - 18-044 - It. 120 Speedway - McHenry Synchro 9 Report PM Projected HCM 2010 TWSC 10: Ringwood Road & Proposed Right-In/Right-Out 03/12/2018 Int Delay, s1veh 0.4 Lane Configurations r f T Traffic Vol, veh/h 0 36 0 576 409 23 Future Vol, vehlh 0 36 0 578 409 23 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - _ _ Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 2 3 0 Mvmi Flow 0 38 0 608 431 24 Conflicting Flow All - 443 - 0 - 0 Stage 1 - - _ Stage 2 - - Critical Hdwy - B.2 Critical Hdwy Stg 1 - Critical Hdwy Sig 2 Follow-up Hdwy - 3.3 Pot Cap-1 Maneuver 0 619 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % _ Mov Cap-1 Maneuver - 619 - - Mov Cap-2 Maneuver - - - _ Stage 1 Stage 2 HCM Control Delay, s 11.2 0 0 HCM LOS B Capacity (vehlh) - 619 - - HCM Lane VIC Ratio - 0.061 - - HCM Control Delay (s) - 11.2 HCM Lane LOS _ B HCM 95th %tile Q(veh) - 0.2 - - 18.044 - IL 120 Speedway - McHenry Synchro 9 Report PM Projected \ PAVEMENT SECTIONS � I�� a .�w.w...is,avam..a.orsr.men 0 a8 I men I1 i q OWE AACK ulit ` J i 5 \ . \ 40 El III CSl � 1 I I 1 I 1 1 i 1 ✓' I I r �♦ � ' .a 1 � i ���`':� � ! is � � � ♦' a ` M L L E G E N D MM ]rA�w� zaw o e WRIMM u U Z, �4R ...1 = - v w]a emY.F°o .E lro irMl �.m — �Im n Mexwp B — — - e_-rir(.1.RLp�.np ----------- - I I 1 1 _ -- ..- � - ----- ,a rs li' i a ,a ----------- A . a a ALTA / NSPS I! r ,j LAND TITLE SURVEY txr�li' I� Ll �nY(�Yv41 r l ��i"!' I�%1 emu• �rrl0iw (�Y b M , 1 1 1 ♦ i 1 irwlYb n] 1 I l ) ]`I ll ®w.�rawvo i ' I � 1 I II tnougs[t ],oy I �/ m 1 �.". �O���ryfE111[uu[ap ©rai]HUpViYMI/E I• „ f, 1 � .";�,1 I I � _ �e �uw n - aaa wr Aaoe °01%uwv Irmuxr w m[ [nr wE a w euw 1•I.rr Earx w was rm - ]wY W.w•s) �♦, '�.•.i ' ®(P I I7; p uu N - t0]a •Eer •Mpx ear � �r M„ wr PeE a INI IpM 1]46N x01Mtrwl�A � YPuw•p I� 1-� p � ]4 ( `r� m.o• v"••^dl•esn<e we " I i ALTA / NSPS LAND TITLE SURVEY a�♦3'' 2009 N. RINGWOOD ROAD `*�" ;, MCHENRY COUNTY MCHENRY, ILLINOIS SEE I. S_. EOe Yq1 OWULL eWNOMY INEgWAPaI ! 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ILUN015 ROUTE 120 SIGNAGE �0 ca 31 W 0 5a /9' -9' I' 15' -9' PAMS 1-3 1 PMElS 3-10 5' -7 7/B' 1' Lid 1 AT A L LANES CLEARA CE TD' D_ 2-LANE CFL ENTRANCE SIDE CANOPY FASpA WI1H 'SPEEDWAY CNANNEI LETTERS AND "SPEEDY CAFE' DETAI ELEVATION 'Cx" & 'C9' & "ClO CANOPY FASCIA IHTH 'SPEEDWAY CHANNEL LETTERS EICVAUON 'Cl' NNE IA' • Ea, SfNE: V1' - I'-o' E9' 9' mi P, _ _ _ - EXITTHIS$IDE ONLY 2-LANE CFL EAT SIDE `°iwrmEw�as�[" CANOPY FASCIA VAIN 'SpLO W CHANNEL BITERS AND •SPEEDY CAFE' DETAIL ELEVATION "C5' & W & 'C7' CANOPY FASCIA W11H 'SPEEDWAY CHANNEL LETTERS AND 'SPEEDY CAFE' DETAIL FLEVADON "CZ' NNe I.T! -V 4 ' Nr CANOPY FASCIA WITH 'SPEEDWAY CHANNEL LETTERS EEVARGY 'C4' lI0 fY fI f0 ¢ CANOPY F TA PAIN 'SPEEnWAY .HANx 1 EII Re ANO 'SPF DY AF ' D TAI ryAIIQV ' Y ttNe y(• . 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Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 feHenr Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us REGULAR AGENDA SUPPLEMENT DATE: July 23, 2018 TO: Mayor and City Council FROM: Ross Polerecky, Community Development Director RE: Sign Variance for 2009 Ringwood Road, Speedway Fueling Station ATT: Sign application, Sign Package Proposal, Letter from Applicant AGENDA ITEM SUMMARY: The Community Development Department received a sign variance request for the Speedway gas station located at 2009 Ringwood Road. Speedway is proposing an additional free standing sign with an additional 15' in height, for a maximum of 30' and one additional wall sign on the building. A letter explaining the request in detail is attached. BACKGROUND: Speedway gas station was recently approved by the Planning and Zoning Commission and is on tonight's agenda for annexation, conditional use, and variance approval. Speedway has submitted a sign package that does not comply with the adopted sign ordinance and, therefore, they have requested a variance for three items — 1) an additional freestanding sign; 2) an additional 15' of height for that freestanding sign; and, 3) one additional wall sign. ANALYSIS: Based on the action of Council on the previous agenda item, the Speedway location at 2009 Ringwood Road has been annexed and zoned as C-2 (Neighborhood Commercial). Freestanding Signage Variance Requests. Speedway's first request is for the addition of one additional (total of two) freestanding sign. The first freestanding sign, located on the corner of Ringwood and Route 120, falls within the sign ordinance standards. This sign will be 15' in height and be located a minimum of five feet from the property line. The variance request is for the additional of a second freestanding sign, located further north/west on Route 120. This proposed sign would also exceed the permissible height, proposed at 30' in height. A variance to allow this Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us second sign and an additional 15' in height is requested. It should be noted that the total combined area of both freestanding signs does not exceed the 200 sq/ft maximum for a single freestanding sign on the site. Third Wall Sign Variance Request. The ordinance allows for a total of two wall signs not to exceed 1.5x the building frontage. As such, Speedway is allowed 144 sq/ft of wall sign based on their frontage. Even with the addition of a third sign they will not exceed the allowable 144 sq/ft. and so the variation is only for a third wall sign. Therefore, the variance request is to allow the third sign is all that is required. A detailed letter from the applicant is attached requesting the three variances. Sign variance must abide by the following four items: 1) Will not be materially detrimental to the public welfare or injurious to other property in the vicinity; 2) Will not impair an adequate supply of light and air to adjacent property, increase the danger of fire, endanger public safety, or substantially impair property values in the neighborhood; 3) Shall not give the property owner or business an unfair advantage over a similar business; and 4) Will not cause a hazard to the public's safety by being distracting because of size, location, or being located within rights -of -way. RECOMMENDATION: Therefore, if the City Council concurs with the variance requests, a motion should be made to grant the following variances to 2009 Ringwood Road, so long as remains a fueling station: • To allow a second freestanding sign at the westernmost entrance/exit; • To allow the second freestanding sign at the westernmost entrance/exist to exceed the sign ordinance height by 15' for a total freestanding height not to exceed 30'; and, • To allow one additional wall sign, not to exceed three wall signs, with a combined total size of 144 square feet. nml City orMeHenry Community and Economic Development PERMIT NO. � - `!.� - I Community & Economic Development 333. S. Green Street, McHenry, IL 60050 E-mail: CED @ci.mchenry.il.us (815) 363-21 JO PROPERTY NWC of IL SR 120 &Ringwood Rd also known as ADDRESS: 2009 Ringwood Rd, McHenry, IL 60050 ESTIMATED COST OF CONSTRUCTION: N/A Non -Residential Minor Permit Application Existing Use: ® Commercial ❑ Indust/Office ❑ H/C ❑ Air Conditioning ❑ Fire Suppression ❑ Accessory Bldg ❑ Lawn Irrigation ❑ Driveway/Lot Pay. ❑ Masonry ❑ Demolition ❑ Retaining Wall (over ❑ Electric ❑ Remodel/Alteration ❑ Felice ❑ Seal Coating/Stripe ❑ Furnace ❑ Sidewalk/Stairs ❑ Fire Alarm ❑ Siding ❑ Other: Signs ® Freestanding ® Wall ❑ Temporary to Over the Counter ❑ Re -roof ❑ Water Heater ❑ Water/Sewer Repair OFFICE Zoning Dist: Township/Pin• _.� _ a (p 0y Flood Zone: Community and E-conomic Development MAY 1 i; ?018 Building: Plumbing: Bond: Misc.Deposit: Due a Owner: Speedway, LLC Phone: ( Address: 539 South Main Street Unit!#: City: Findlay State: OH Zip: 45840 E-mail: Contractor: General Contractor has not been chosen yet Phone: ( E-mail: Electrical Contractor: Contractor has not been chosen yet. Phone: ( • ) Submit a copy of an electrical license with this application. Plumbing Contractor: N/A Phone: ( Submit the following: Letter of intent on plumbing contractors letterhead (with corporate seal, or notary seal) stating that they are doing this job; copy of State plumbing license; copy of certificate of State registration. Roofing Contractor: N/A Phone: ( Note: Submit a copy of a State of Illinois roofing contractor license with this application. All information provided herein is true and correct and all ordinances and codes of the City of McHenry shall be complied with. I hereby represent and agree that, in considera- tion of this permit being issued, only the work herein applied for will be done and that the premises being worked on will only be used for the purposes set forth herein. I under- stand and hereby acknowledge it's the property owner's responsibility to ascertain if there are any existing private covenants, conditions and/or deed restrictions, which may further regulate and/or prohibit work for which this building permit from the City has been obtained. I further acknowledge It's the property owner's responsibility to obtain required written or other permission or follow any other private approval process from any such home, property owner's or other association, if applicable, prior to commencing work on my property even if a building permit is issued by the City. I hereby indemnify the City, its officials and employees from any and all liability for damages, lawsuits, attorneys fees and injuriincluding death sustained b an on dame t ooetty, includjngsu d ying „orspnd eneroac ent liability which accrue against the City, lN>N t�t� v,,,.,,es,m O Ic a 4� pj,� SIGNED: -DATE: FOR OFFlCE USE Approved By iaen red rr.,.,t..,.t.... Name: --_._._..----- Date: Date: ❑ (Rev. 9/15) «TGroup Engineering • Design • Consulting July 11, 2018 Attn: Ross Polerecky — Director of Community Development Doug Martin — Director of Economic Development 333 S. Green Street McHenry, IL 60050 Dear Mr. Polerecky & Mr. Martin, The proposed site is located at the NWC of IL SR 120 & Ringwood Road in the City of McHenry, IL. The proposed development will include 7.59 acres. The site will include 1 curb cut along Rt 120 and 2 curb cuts along Ringwood Rd. The 1 curb cut along Rt 120 will be a full access for truck and auto traffic entering and exiting the site. This curb cut will require restriping of the median to include a left turn lane into the site off of Rt 120. The 2 curb cuts along Ringwood Rd will include 1 for a truck exit only and the other will be a RI/RO for auto traffic only. The site is currently zoned as Unincorporated and contains a farm field with (2) metal storage buildings and (1) Mid -rise Billboard sign. The onsite improvements will include the 4,600 sf Caf6 C-Store, an 8 dispenser Auto Canopy, a 2 Lane CFL canopy, a Goal Post ID Sign and a monument ID Sign. Listed below are the requested actions of relief from the sign regulations; i. Variance to allow 1 additional wall sign for a total of 3 which will not exceed 144 square feet. ii. Variance to allow 1 additional free standing Goal Post ID sign to be at a height of 30 feet for a combined total of both signs to be 197 sgft which does not exceed the 200 sgft limit. Per the municipal code Chapter 7.50.3.B Relief, we are meeting the four requirements as follows; A. Will not be materially detrimental to the public welfare or injurious to other property in the vicinity; i. The requested variance for the 1 additional wall sign for a total of 3 which will not exceed 144 square feet will be in harmony with the scale of the building. It will also help define the building entry point which will increase safety. ii. The requested variance will enhance the public welfare due to the ability of the costumer to see the sign at a safe distance for them to maneuver into the proper lane to enter the site. The requested 1 additional free standing goal post ID sign to be at a height of 30 feet is due to the natural curve and elevation of Rt 120. Traffic going east bound are traveling downhill and existing +/-30'-0" tall billboards lining Rt 120 block the view of Speedway's signage. We are trying to provide a clear view of the sign at a safe distance for the costumer to view and maneuver safely into the site. 2675 Pratum Avenue 224.293.6333 Engineering with Precision, Pace & Passion. Hoffman Estates, IL 60192 wtengineering.com B. Will not impair an adequate supply of light and air to adjacent property, increase the danger of fire, endanger public safety, or substantially impair property values in the neighborhood; i. The requested variance for the 1 additional wall sign for a total of 3 which will not exceed 144 square feet and will be in harmony with the scale of the building. The signs are aesthetically pleasing and blends with the architectural material of the convenience store. It will also help define the building entry point which will increase safety. ii. The requested variance of the I additional 30-foot Goal Post ID Sign will help enhance the public safety due to the ability of the costumer to see the sign at a safe distance to allow them to maneuver safely onto the site. The proposed sign is internally illuminated and does not shine excess light onto the property. The proposed sign is also aesthetically pleasing and blends with the architectural material of the convenience store. C. Shall not give the property owner or business an unfair advantage over a similar business; i. The variances are being requested due to the nature of the location and Speedway providing the right amount of signage to allow the costumer to see the signs at a safe distance for them to maneuver safely into the site. D. Will not cause a hazard to the public's safety by being distracting because of size, location, or being located within rights -of -way. i. The requested variances will help enhance the public safety due to the ability of the costumer to see the signs at a safe distance to allow them to maneuver safely onto the site. Sincerely Christian Kalischefski WT Group I Design & Program Management I President loft P y�I: r�'�`•�r v . „'r �w dam• } ��':� � s 1!'x IN I. I� G G G Aft r—l- Nov" 4V -V 19 -9' FRIES 1-3 PAND.S 8-10 DE F AT A L LANES CLEARAt CE 198'- 'a ' -- - 2-LANE CFL ENTRANCE SIDE�m°1O1orriR�"i�cnca,enma CANOPY FASCIA HITH 'SPEEDWAY CNANN FTTER AND '� DY pFE' DETAIL NO ELEVATION 'C8' k 'C9' & 'CIO' CANOPY FASCIA WITH ' FDWAY CHANNEL TIERS ELEVATION - 1' T EXIT THIS tlDtONLY 2-LANE LL DOT SIDE r�e0�r a CANDPY FA59A NDI 'SPEEDWAY CNANN L R5 AND 'Sp DY CAFE' D TAI El VAR0.Y ' ' & ' 6' k ' 7- x�u: 1,1 • _ i•_o• LIr ea rr Ira s �AfVskfarl". CAGY FASCIA WITH 'SPEEDWAY CHANNEL LETTERS AND-5PEEDY CAE - DETAIL EVA80N ' 7' xre I/4' • 1'-p L— L y'4 er t '� HM:u.wn .¢e'uS%enmr CANOPY FASCIA YdIH 'SPEEOYlAY CHANNEL LETTERS EI EVA80.N 'C4' xee V�' - i'-o• iv rm Rue xa ¢R rr warm. +[ d 7( It R.eR j�g f011 OR�eaaal M� � TYYYIT IOL�O p K RIRR' hDIG RIILer Nu"rR l�l READER BOARD ELEVATION -AY xwc I/1 • . P-0' "SPEEDY CAFE' SIGN ELEVATION 'A2' xHc: 1/4' - I-V rr rr 1•0 � - x 1y:Q,,_ • WEEDY CAFE" SIGN ELEVATION 'Al" CANDPY FhSgA WITH 'SPEEDWAY CHANNEI FT R5 AND SPEEDY CAFE' DETAL ELEVATION . - . xae IN' • 1'-p RNL 1/4 • . f-p GOAL POST SIGN �" B'-0'x8'-1L xue tR - Y-o• I GOAL POST SIGN '02' 29'-T" V-2" x 1/V. 1•-.1 F ---------------- N RTH RIK]r.,Wr)r)n PnAn SIGNAGE PLAN NEW BUILD Speedway ROUTE 120 & RINGWOOD ROAD !nA cngg —1 CA pl) cc co MCHENRY COUNTY IL 0. -4 MCHMY, v Z= East Bound Traffic on Route 120 Photo #1 was taken - 0.19 miles away from the proposed sign location. Photo #2 was taken - 0.06 miles away from the proposed sign location. Speedway #100997 WrGroup NWC of Rt 120 & Ringwood Rd Engineering • Design • Consulting McHenry, IL Sign Height Study Speedway West Bound Traffic on Route 120 Photo #3 was taken - 0.16 miles away from the proposed sign location. Photo #4 was taken - 0.10 miles away from the proposed sign location. Speedway #100997 WrGroup NWC of Rt 120 & Ringwood Rd Engineering • Design • Consulting McHenry, IL Sign Height Study ' " ' Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us REGULAR AGENDA SUPPLEMENT DATE: July 23, 2018 TO: Mayor and City Council FROM: Douglas Martin, Director of Economic Development RE: Consideration of a Conditional Use Permit for a gas station; Variance to eliminate the front foundation plantings; and a Variance to exceed to the on -site lighting requirement for the property located at the southwest corner of Crystal Lake Road and Bull Valley Road-5301 Bull Valley Road ATT: 1. Location Map 2. Unapproved Planning and Zoning Commission Meeting Minutes dated June 13, 2018 3. Ordinance granting a conditional use permit to allow an automobile fueling station and variances from the lighting and landscaping and screening ordinances for the property located at the southwest corner of Crystal Lake Road and Bull Valley Road, 5301 Bull Valley Road 4. Application Packet AGENDA ITEM SUMMARY: The applicant, Graham Enterprise, Inc., is requesting approval of a Conditional Use Permit for a gas station; Variance to eliminate the front foundation plantings; and a Variance to exceed to the on -site lighting requirement. The subject property, located at the southwest corner of Bull Valley Road and Crystal Lake Road, has been utilized as a gas station and the owner wishes to raze the site and rebuild and rebrand the station. It is located along a major state route and within the middle of numerous business at a major intersection near many residences. Even though the site has been utilized as a gas station, the fact that the existing station is being torn down and rebuilt as an expanded facility requires the Conditional Use Permit approval. BACKGROUND: The applicants are proposing to construct: 0 A fueling center which will include: 12 fueling positions (6 pumps) Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us • A 5,213 square foot convenience store with accompanying overhang (which can protrude into the required yard). ANALYSIS: The applicant is requesting a Conditional Use Permit to allow an automobile fueling station. Two access points are proposed, one off of Crystal Lake Road and one off of Bull Valley Road. This will not change from what exists now. A traffic study was completed and concludes there is plenty of capacity, and there will be no adverse impacts as a result of the proposed redevelopment. Trip generation to the proposed gas station/convenience store is directly proportional to the number of fueling positions the gas station offers. It should be noted however, a large percentage of trips are generated from pass -by traffic, or traffic already going past the site, en route to another primary destination (60%). The applicant is also seeking the following variances from the zoning ordinance: • Variance to eliminate the front foundation plantings; • Variance to exceed to the on -site lighting requirement. The request for the variance from the requirement for front foundation plantings is for the purpose of increasing site safety. The operator believes this, along with the enhanced lighting will make the site safer for its customers. Staff does not have an issue with this variance. The applicant is depicting landscaping on all other sides of the building. The applicant is also requesting a variance to exceed the maximum number of foot candles of lighting, specifically under the canopy. The ordinance allows 40 and the applicant is requesting more than 60. These are strictly limited to under the canopy. Due to the concentration of the LED lighting, the levels around the remainder the site are much lower and very low at the property lines. Staff does not have any concerns with this and believes with the switch to LED lighting the site will have more of a uniform appearance and will not adversely impact neighboring sites. PLANNING AND ZONING COMMISSION: The Planning and Zoning Commission unanimously (7-0) recommended approval of an application for a Conditional Use Permit to allow an automobile fueling station for the subject property located at 5301 Bull Valley Road, subject to the following conditions: N Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us • The project is developed in accordance with the Improvement Plans prepared by W-T Engineering Group dated 5/18/18 and consisting of ten pages; • Sidewalks shall be installed along Bull Valley Road and Crystal Lake Road along the entire frontage of the property as discussed and negotiated. The Commission also unanimously recommended approval of the following variances: • A Variance from Chapter VIII. Landscaping and Screening Table 15 to forgo the requirement for building plantings in the front; and, • A Variance from the Outdoor Lighting Regulations to allow outdoor lighting in conformance with the plan submitted by WT Engineering. RECOMMENDATION: Therefore, if the City Council concurs with the Planning and Zoning Commission, a motion should be made to approve the attached ordinance granting a conditional use permit with identified conditions for a fueling station and variances to the landscaping and screening and lighting ordinances for the property located at the southwest corner of Bull Valley Road and Crystal Lake Road - 5301 Bull Valley Road. 3 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Location Map-5301 Bull Valley Road 4 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us City of McHenry Unapproved Planning and Zoning Commission Minutes June 13, 2018 Chairman Strach called the June 13, 2018 regularly scheduled meeting of the City of McHenry Planning and Zoning Commission to order at 7:33 p.m. In attendance were the following: Doherty, Gurda, Miller, Sobotta, Strach, Thacker and Walsh. Absent: None. Also in attendance were: Director of Economic Development Martin, City Attorney Cahill, Economic Development Coordinator Wolf and Economic Development Assistant Conaway. There was nobody in attendance who wished to address the Commission with public comment. Public Hearing: Graham Enterprise, Inc. File No. Z-932 5301 Bull Valley Road Conditional use permit for an automobile fueling station and a variance from the Landscaping and Screening chapter of the Zoning Ordinance and a variance from outdoor lighting from the provision in the Zoning Ordinance Chairman Strach called the Public Hearing to order at 7:43 p.m. regarding File No. Z-932 an application for a Conditional use permit for an automobile fueling station and a variance from the Landscaping and Screening chapter of the Zoning Ordinance and a variance from outdoor lighting from the provision in the Zoning Ordinance for the subject property located at 5301 Bull Valley Road. Chairman Strach stated Notice of the Public Hearing was published in the Northwest Herald on May 29, 2018. Notices were mailed to all abutting property owners of record as required by ordinance. The subject property was posted. A Certificate of Publication and Affidavit of Compliance with notice requirements are on file in the City Clerk's Office. 5 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us In attendance were Brian Wente, Graham Enterprise, Inc. 750 Bunker Court, Suite 100, Vernon Hills, IL 60061, Matt Ackerman and Chris Kalischefski, both of WT Group, 2675 Pratum Ave, Hoffman Estates, IL 60192. Mr. Kalischefski stated that Graham Enterprise Inc., plans to raze the west portion of the site at 5301 Bull Valley Road. He stated they plan to increase the gasoline dispensers from four to six pumps. He stated that the facility would be nearly new including underground storage tanks and piping. He stated they are in compliance with the stringent requirements of the State of IL and they are using the latest and greatest technology to ensure safety. Mr. Kalischefski stated the building would be just over 5200 square foot. He stated because of the uniqueness of the property they are proposing a sign that could be viewed from all directions. Mr. Kalischefski stated they are asking for a variance to the landscaping requirements due to the hardship to the business with respect to customers entering the building. He stated that they are not eliminating the landscaping and stated that they are going to move the materials that would be used at the outskirts of the property and opined that this would make the area more attractive. Mr. Kalischefski stated they are also requesting a variance for lighting for safety for the task related canopy area. He stated the LED lighting is not over national standard but the city standard. He stressed the safety aspect of his request. Mr. Kalischefski opined that the sophisticated urban design of the building makes it aesthetically pleasing. He stated they are proposing a seating area with an arbor/trellis that will be surrounded by landscaping. He stated they are only utilizing one fifth of the density allowed on the property and they would like a conditional use permit with the six requirements stated. He stated there is no environmental nuisance and opined that the building would enhance the neighborhood character. He stated the car wash would be removed and he opined that the new facility is a safe, harmonious use of the property and still preserves the rights of the neighbors. He stated zoning is consistent with C-1 Convenience Commercial. Director of Economic Development Martin stated the subject property has been utilized as a gas station and the owner wishes to raze the site and rebuild and rebrand the station. It is located along a major state route and within the middle of numerous businesses at a major intersection near many residences. I' Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us The applicants are proposing to construct a Fueling center which will include: 12 fueling positions (6 pumps) with 5,213 square foot convenience store with accompanying overhang (which can protrude into the required yard). Director of Economic Development Martin stated the applicant is requesting a Conditional Use Permit to allow an automobile fueling station. Access points will not change. Two access points are proposed, one off of Crystal Lake Road and one off of Bull Valley Road. This will not change from what exists now. A traffic study was completed and concludes there is plenty of capacity and there will be no adverse impacts as a result of the proposed redevelopment. He opined that this is a major enhancement to area and further stated it does not change what exists. Director of Economic Development Martin stated trip generation to the proposed gas station/convenience store is directly proportional to the number of fueling positions the gas station offers. It should be noted, however, a large percentage of trips are generated from pass - by traffic or traffic already going past the site en route to another primary destination (60%). Director of Economic Development Martin stated he thought this figure was more in the rate of 80-90 percent. Director of Economic Development Martin stated the applicant is seeking the following variances from the zoning ordinance: • Variance to eliminate the front foundation plantings; • Variance to exceed the on -site lighting requirement. Director of Economic Development Martin stated the applicant is requesting a variance from the requirement to do front foundation plantings for the purpose of site safety. The operator believes this, along with the enhanced lighting will make the site safer for its customers. Staff does not have a problem with this variance. The applicant is depicting landscaping on all other sides of the building. Safety is valid request for variance. Director of Economic Development Martin stated the applicant is requesting a variance to exceed the maximum number of foot candles of lighting, specifically under the canopy. The ordinance allows 40, and the applicant has upwards of 60 plus, however this is strictly limited to under the canopy. Due to the concentration of the LED lighting the lighting levels around the remainder of the site are much lower and very low at the property lines. Staff does not have a concern with 7 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us this. Staff believes with the switch to LED lighting the site will have more of a uniform appearance from a lighting perspective and does not believe this will adversely impact neighboring sites. Variance is out of date, 60 is not that much higher. Led does not have much spill over. Director of Economic Development Martin opined this is an enhancement of property. Director of Economic Development Martin stated that Staff is recommending Approval of the Conditional Use Permit to allow an automobile fueling station subject to the following conditions: • The project is developed in accordance with the Improvement Plans prepared by W-T Engineering Group dated 5/18/18 and consisting of ten pages; • Sidewalks shall be installed along Bull Valley Road and Crystal Lake Road along the entire frontage of the property; Staff finds the requirements set forth in Table 31 have been met. Approval of a Variance from Chapter Vill. Landscaping and Screening Table 15 to forgo the requirement for building plantings at the front. Approval of a Variance from the Outdoor Lighting Regulations to allow outdoor lighting in conformance with the plan submitted by WT Engineering. Staff finds the requirements set forth in Table 32 of the Zoning Ordinance have been met. Chairman Strach invited questions and/or comments from the Commission. Commissioner Miller stated she did not see the plans for sidewalks on Crystal Lake and Bull Valley Roads. Mr. Kalischefski stated that because of the property layout and large swale, there is not room for a sidewalk to the south. They would consider a sidewalk along Crystal Lake Road with an agreement from the City to maintain since that would need to be on the Graham property. Director of Economic Development Martin stated that there is a city ordinance that all commercial properties have a sidewalk but further stated that there may be alternatives. Discussion ensured regarding sidewalk placement. Chairman Strach opined a solution could be found between Staff and the petitioner. Commissioner Sobotta inquired if standard lighting had presented any incidents. Mr. Kalischefski stated that there were none. Mr. Wente concurred. Chairman Strach opined the increase was 0 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us due to the change from florescent to LED. Director of Economic Development Martin stated it is also energy and cost effective, long term. Commissioner Doherty inquired about the building texture. Mr. Kalischefski stated there are three different materials that are being proposed; stone panels, smooth Aluminum Composite Material — which is clean, smooth and insulated and a stucco type. He further stated this is around all four sides. Commissioner Doherty inquired if there would be a curb around the building. Mr. Kalischefski stated there would be a transitional, curb free area with safety devices to stop cars from going through the building. Commissioner Doherty inquired how many tables were on the side. Mr. Kalischefski stated there would be three tables on the side. Commissioner Thacker inquired if they had this structure in another area or if this would be a first. Mr. Kalischefski stated this would be the first of its type. Commissioner Thacker inquired if once City Council approval is given what the timeframe for completion would be. Mr. Kalischefski stated as soon as possible, by the end of the year. Commissioner Miller inquired if this would be a 24 hour per day operation. Mr. Wente stated it would be. Chairman Strach inquired if it was currently. Mr. Wente stated no but there have been requests for early morning hours. Commissioner Gurda opined that the appearance would bean improvement. He inquired if the seating would be for customer use. Mr. Kalischefski stated that is the intent. Commissioner Gurda inquired if alcohol consumption would be allowed. Mr. Wente responded that their liquor license does not allow for alcohol to be consumed on the premises. He further stated that alcohol consumption would not be allowed, supported or encouraged. Commissioner Walsh inquired if there was a sidewalk out the rear of the building. Mr. Kalischefski stated it was for employee use and emergencies. Chairman Strach opened the floor to questions and comments from the audience. There was nobody in attendance who wished to address the Commission regarding this matter. Chairman Strach closed the public comment portion of the hearing 8:14 p.m. Commissioner Walsh inquired if the variance would be changed to reflect the front landscaping. Director of Economic Development Martin stated he would have the motion specify front landscaping. Chairman Strach stated the motion should consider Table 32 requirements have E Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us been met as well. Director of Economic Development Martin stated that is correct for both variances, that the requirements have been met for Table 32. Motion by Miller seconded by Thacker to recommend to the City Council with regard to File No. Z-932 approval of an application for a Conditional Use Permit to allow an automobile fueling station for the subject property located at 5301 Bull Valley Road, subject to the following conditions, • The project is developed in accordance with the Improvement Plans prepared by W-T Engineering Group dated 5/18/18 and consisting of ten pages; • Sidewalks shall be installed along Bull Valley Road and Crystal Lake Road along the entire frontage of the property as discussed and negotiated; Staff finds the requirements set forth in Table 31 have been met. Approval of a Variance from Chapter VIII. Landscaping and Screening Table 15 to forgo the requirement for building plantings in the front. Approval of a Variance from the Outdoor Lighting Regulations to allow outdoor lighting in conformance with the plan submitted by WT Engineering. Staff finds the requirements set forth in Table 32 have been met. Voting Aye: Doherty, Gurda, Miller, Sobotta, Strach, Thacker and Walsh. Voting Nay: None. Not Voting: None. Abstaining: None. Absent: None. Chairman Strach closed the Public Hearing regarding File No. Z-932 at 8:18 p.m. 10 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us ORDINANCE NO 18-) S� l AN ORDINANCE GRANTING A CONDITIONAL USE PERMIT TO ALLOW AN AUTOMOBILE FUELING STATION AND VARIANCES FOR THE PROPERTY LOCATED AT THE SOUTHWEST CORNER OF BULL VALLEY ROAD AND CRYSTAL LAKE ROAD, 5301 BULL VALLEY ROAD, IN THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois; and WHEREAS, a petition has been filed with the City by Graham Enterprise, Inc., 750 Bunker Court, Suite 100, Vernon Hills, IL, 60061 requesting a Conditional Use Permit to allow an automobile fueling station, a Variance to eliminate the front foundation plantings and a Variance to exceed to the on -site lighting requirement for the property located at the southwest corner of Bull Valley Road and Crystal Lake Road and legally described on Exhibit "A" attached hereto and incorporated herein, the "SUBJECT PROPERTY"; and WHEREAS, a public hearing on said petition was held before the Planning and Zoning Commission on June 13, 2018 in the manner prescribed by ordinance and statute, and as a result of said hearing, the Planning and Zoning Commission did recommend to the City Council the granting of the requested Conditional Use Permit and Variances; and WHEREAS, the City Council has considered the evidence and recommendations from the Planning and Zoning Commission and finds that the approval of the requested Conditional Use Permit and Variances is consistent with the objectives of the City of McHenry Zoning Ordinance to protect the public health, safety, morals and general welfare of its residents. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS, AS FOLLOWS: SECTION 1: That the SUBJECT PROPERTY is hereby granted a Conditional Use Permit to allow an automobile fueling station subject to the following conditions: • The project is developed in accordance with the Improvement Plans prepared by W-T Engineering Group dated 5/18/18 and consisting of ten pages; • Sidewalks shall be installed along Bull Valley Road and Crystal Lake Road along the entire frontage of the property as discussed and negotiated. 11 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us SECTION 2: In granting said Conditional Use Permit, the City Council finds that the requirements of Table 31 of the Zoning Ordinance have been met in that: 1. Any adverse impact of types or volumes of traffic flow not otherwise typical in the zoning district has been minimized. 2. Any adverse effects of noise, glare, odor, dust, waste disposal, blockage of light or air, or other adverse environmental effects of a type or degree not characteristic of permitted uses in the zoning district, have been appropriately controlled; 3. The proposed use will fit harmoniously with the existing natural or man-made character of its surroundings, and with permitted uses in the zoning district. The use will not have undue deleterious effect on the environmental quality, property values, or neighborhood character already existing in the area or normally associated with permitted uses in the district. 4. The proposed use will not require existing community facilities or services to a degree disproportionate to that normally expected of permitted uses in the district, nor generate disproportionate demand for new services or facilities, in such a way as to place undue burdens upon existing development in the area; 5. The proposed use will not be detrimental to the safety or health of the employees, patrons, or visitors associated with the use nor of the general public in the vicinity; and 6. The proposed use is in harmony with all other elements of compatibility pertinent to the Conditional Use and its particular location. SECTION 3: That the Subject Property hereby granted the following Variances from the Zoning Ordinance. • Approval of a Variance from Chapter VIII. Landscaping and Screening Table 15 to forgo the requirement for building plantings in the front. • Approval of a Variance from Chapter Ill. General District Regulations (N) Lighting Regulations to allow outdoor lighting in conformance with the photometric plan submitted by WT Engineering. 12 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us SECTION 4: In granting said Variances the City Council finds that the requirements of Table 32 of the Zoning Ordinance have been met in that: 1. Special circumstances exist that are peculiar to the property for which the variance is sought and that do not apply generally to other properties in the same zoning district. And these circumstances are not of so general or recurrent a nature as to make it reasonably practical to provide a general regulation to cover them. 2. The special circumstances referenced herein relate only to the physical character of the land or building(s) for which the variance is sought, such as dimension, topography, or soil conditions. They do not concern any business or activity the present or prospective owner or tenant carries on, or seeks to carry on, therein, not to the personal, business, or financial circumstances of such owner or tenant or any other party with interest in the property. 3. The special circumstances that are the basis for the variance have not resulted from any act of the applicant or of any other party with interest in the property. 4. The strict application of the provisions of the Zoning Ordinance would result in unnecessary and undue hardship upon the applicant, as distinguished from a mere inconvenience. 5. A Variance is necessary for the applicant to preserve and enjoy a substantial property right possessed by other properties in the same zoning district and does not confer a special privilege ordinarily denied to other properties in the district. 6. The granting of a Variance is necessary not because it will increase the applicant's economic return, although it may have this effect, but because without the variance the applicant will be deprived of any reasonable use or enjoyment of the property. 7. The granting of a Variance will not alter the essential character of the locality nor substantially impair environmental quality, property values, or public safety or welfare in the vicinity. 13 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us 8. The granting of a Variance will be in harmony with the general purpose and intent of the Zoning Ordinance and of the Comprehensive Plan of the City, as viewed in light of any changed conditions since their adoption. 9. The Variance requested is the minimum required to provide the applicant with reasonable use and enjoyment of the property. SECTION 5: All Ordinances or parts thereof in conflict with the terms and provisions hereof are hereby repealed to the extent of such conflict. SECTION 6: This Ordinance shall be published in pamphlet form by and under the authority of the corporate authorities of the City of McHenry, McHenry County, Illinois. SECTION 7: This Ordinance shall be in full force and effect from and after its passage, approval, and publication in pamphlet form as provided by law. PASSED THIS DAY OF 2018 AYES: NAYS: ABSTAINED: ABSENT: NOT VOTING: APPROVED THIS DAY OF .2018 ATTEST: CITY CLERK 14 Department of Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us Exhibit Legal Description of the Subject Property 15 EXHIBIT A LEGAL DESCRIPTION PARCEL 1: LOT 1 IN AMOCO M-1 RESUBDIVISION, BEING A RESUBDIVISION OF LOTS 1 AND 2 IN AMOCO M-1 SUBDIVISION OF PART OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 44 NORTH, RANGE 8 EAST OF THE THRIS PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED AS DOCUMENT 95R028590, ACCORDING TO THE PLAT OF SAID AMOCO M-1 RESUBDIVISION RECORDED NOVEMBER 30, 2000 AS DOCUMENT 2000110065740, IN MCHENRY COUNTY, IL. PARCEL 2: EASEMENT FOR THE BENEFIT OF LOT 1 FOR INGRESS AND EGRESS AND ACCESS TO BULL VALLEY ROAD AS CREATED BY EASEMENT AGREEMENT RECORDED DECEMBER 13, 2000 AS DOCUMENT 2000110068143. PERMANET INDEX NUMBERS: 14-04-401-003 COMMONLY KNOWN AS 5301 BULL VALLEY ROAD, MCHENRY, IL «TGroup Engineering • Design • Consulting May 22, 2018 Attn: Doug Martin — Director of Economic Development 333 S. Green Street McHenry, IL 60050 Dear Mr. Martin, The proposed Trio Convenience Store raze and rebuild is located at 5301 Bull Valley Road in the City of McHenry, IL. The Parcel totals 1.244 acres and is accessible from both Bull Valley road and Crystal Lake Rd, with a shared drive off Crystal Lake road with Valley View Commons. The improvements include the demolition of the existing Convenience Store, canopy, and car wash and construction of a new 5213 SF Convenience Store, new canopy, landscaping, and associated site work. The site is currently zoned as C-1 (convenience commercial) with a conditional use permit for fuel sales. We are requesting the following Conditional use and variances: • Conditional Use Permit for fuel sales. • Variance for landscape foundation plantings — For site safety, we are proposing moving the required front foundation plantings towards the perimeter of the site. This allows clear visibility between the interior of the convenience store and the site, helping maintain a safer environment. • Variance for wall signage — Due to the corner lot, angle of the streets, and surrounding businesses, we are requesting a wall sign on all four sides of the building instead of the maximum of two. We are allowed one sign at 155 SF and one at 86 SF, for a total of 241 SF. We are proposing 4 signs with a total of 18.4 SF of wall signage, which, although we are proposing more signs than allowed, it is actually under the maximum square footage. • Variance for site lighting — For safety and sufficient task lighting we are proposing a maximum under canopy lighting of 67.3 footcandles, with an average undercanopy light level of 44.12 footcandles. Although the zoning ordinance has a maximum of 40 footcandles, the Illuminating Society of North America recommends an average of 50 footcandles again for safety and the proper task lighting level. Additionally, the light level of the parking lot is proposed to be up to a maximum of 20.7 footcandles with an average of 6.59 footcandles instead of the maximum 10 footcandles required. This increased light level is only located directly around the canopy, in the fueling area, due to the lighting requirements under the canopy. Sincerely, att ew Ackerman WT Group I Design & Program Management I Project Architect 2675 Pratum Avenue 224.293.6333 Engineering with Precision, Pace & Passion. Hoffman Estates, IL 60192 wtengineering.com 11 FORMA PUBLIC HEARING APPLICATION Planning and Zoning Commission City of McHenry File Number 333 South Green Street a McHenry, IL 60050 a Tel: (815) 363-2170 o Fax: (815) 363-2173 1. Name of Applicant Graham Enterprise Inc Tel (847) 837-0777 Address: 750 Bunker Court Suite 100 Vernon Hills, IL 60061 _ Fax (847) 837-0778 Name of Applicant Representative The W-T Group Tel (224 293-6961 Address: 2675 Pratum Avenue Hoffman Estates, IL 60192 Fax (224) 293-6444 2. Name of Property Owner Red Crown Investments, LLC - 137 Tel (847) 837-0777 (If other than Applicant) Address 750 Bunker Court Suite 100 Vernon Hills, IL 60061 Fax (847) 837-0778 3. Name of Engineer Tel (If represented) e.tea,•Pvc Fax 4. Name of Attorney (If represented) Address Tel Fax 5. Common Address or Location of Property 5301 Bull Valley Rd. McHenry IL 60050 6. Requested Action(s) (check all that apply) Zoning Map Amendment (Rezoning) X Conditional Use Permit X Zoning Variance _ Zoning Variance - Minor Zoning Text Amendment _ Other Provide a brief description of the Requested Action(s). For example, the operation that requires a Conditional Use Permit, the specific Zoning Variance needed, or the new zoning classification that is requested: We are applying for three zoning variances and a condition use The first zoning variance is to move the front foundation plantings to the perimeter of the site The second zoning variance is for four (4) signs on the building instead of the allowed two (2)And the final variance is for site lighting. In addition, the conditional use is for fuel sales at the property. Please see the attached narrative for additional details. FORM A Page 1 of 3 Current Use of Property The property is currently a BP gas station which includes fuel sales, car wash, and as a convenience store. 7. Current Zoning Classification of Property, Including Variances or Conditional Uses Currently the property is classified as C-1 (Convenience Commercial) with a conditional use permit for fuel sales. 8. Current Zoning Classification and Land Use of Adjoining Properties North: C-3 Community Commercial - undeveloped South: 0-1 Local Office - office center East: BP Business Park District - undeveloped — owned by Church West: 0-1 Local Office - office center 9. Required Attaclnnents (check all items submitted) Please refer to the Public Hearing Requirements Checklist to determine the required attachments. X 1. Application Fee (amount) $ 950 X 2. Narrative Description of Request X 3. FORM A — Public Hearing Application N/A 4. FORM B — Zoning Map Amendment (Rezoning) Application X 5. FORM C — Conditional Use Application X 6. FORM D — Zoning Variance Application N/A 7. FORM E — Use Variance Application X 8. Proof of Ownership and/or Written Consent from Property Owner in the Form of an Affidavit X 9. Plat of Survey with Legal Description X 10. List of Owners of all Adjoining Properties X 11. Public Hearing Notice X 12. Sign (Provided by the City, to be posted by the Applicant) X 13. Site Plan X 14. Landscape Plan X 15. Architectural Rendering of Building Elevations N/A 16. Performance Standards Certification X 17. Traffic Analysis N/A 18. School Impact Analysis X 19. Signage Plan FORM A Page 2 of 3 10. Disclosure of Interest The party signing the application shall be considered the Applicant. The Applicant must be the owner or trustee of record, trust beneficiary, lessee, contract purchaser, or option holder of the subject property or his or her agent or nominee. Applicant is Not Owner If the Applicant is not the owner of record of the subject property, the application shall disclose the legal capacity of the Applicant and the full name, address, and telephone number of the owner(s). In addition, an affidavit of the owners(s) shall be filed with the application stating that the Applicant has the authority from the owners(s) to make the application. Applicant or Owner is Corporation or Partnership I - If the Applicant, owner, contract purchaser, option holder, or any beneficiary of a land trust is a corporation or partnership, the application shall disclose the name and address of the corporation's officers, directors, and registered agents, or the partnership's general partners and those shareholders or limited partners owning in excess of five percent of the outstanding stock or interest in the corporation or interest shared by the limited partners. Applicant or Owner is a land Trust If the Applicant or owner is a land trust or other trust or trustee thereof, the full name, address, telephone number, and extent of interest of each beneficiary shall be disclosed in the application. 11. Certification I hereby certify that I am aware of all code requirements of the City of McHenry that relate to this property and that the proposed use or development described in tlus application shall comply with all such codes. I hereby request that a public hearing to consider this application be held before the Planning and Zoning Commission, and thereafter that a recommendation be forwarded to the City Council for the adoption of an ordinance(s) granting the requested action(s), including any modifications to this application or conditions of approval recommended by the Zoning Board of Appeals or City Council. Signature of Applicants) Print Name and Desi ation of Applicant(s) PNIZ Matt Ackerman, Project Architect WT Group I Design & Program Management FORM A Page 3 of 3 FORl1'I C11 File Number CONDITIONAL USE PERMIT Planning and Zoning Commission City of McHenry 333 South Green Street a McHenry, IL 60050 Q Tel: (815) 363-2170 a Fax: (815) 363-2173 Table 31 of the City of McHenry Zoning Ordinance provides that in recommending approval or conditional approval of a Conditional Use Permit, the Planning and Zoning Commission shall transmit to the City Council written findings that all of the conditions listed below apply to the requested action. Please respond to each of these conditions as it relates to vour reauest. 1. Traffic Any adverse impact of types or volumes of traffic flow not otherwise typical in the zoning district has been minimized. The proposed Conditional Use is the same as the existing conditional use. This work will be a raze and rebuild of what the current use is for the site (fiiel sales, convenience sales) and removal of the existing car wash. Please see the attached traffic study that has been performed on the site. 2. Environmental Nuisance Any adverse effects of noise, glare, odor, dust, waste disposal, blockage of light or air, or other adverse environmental effects of a type or degree not characteristic of permitted uses in the zoning district have been appropriately controlled. The proposed plan is an improvement for the existing conditions of the property. The proposed redevelopment includes new pavement and additional landscaping which will be beneficial to the surrounding properties. 3. Neighborhood Character The proposed use will fit harmoniously with the existing natural or man-made character of its surroundings and with permitted uses in the zoning district. The use will not have undue deleterious effect on the environmental quality, property values, or neighborhood character existing in the area or normally associated with permitted uses in the district. The proposed property upgrades will improve the existing conditions that are witnessed at the site there will be vast improvements to the existing landscape and will not have a deleterious effect on the character of the existing propertv. 4. Public Services and Facilities The proposed use will not require existing community facilities or services to a degree disproportionate to that normally expected of permitted uses in the district, nor generate disproportionate demand for new services or facilities, in such a way as to place undue burdens upon existing development in the area. The proposed fuel center will not require existing community facilities or services any degree of disproportionate demand. This gas station, while an upgrade for the property, will also be the removal of the car wash which should lighten the load required at the property. FORM C Page 1 of 2 5. Public Safety and Health The proposed use will not be detrimental to the safety or health of the employees, patrons, or visitors associated with the use nor of the general public in the vicinity. The fuel center will not be of aijy detrimental consequences to the safety or health of any employees, patrons, or visitors associated with and or use the facilities provided at the property. Moving the convenience store out from under the canopy and the additional parking with direct access to the en sidewalk will make the site safer for pedestrians on site and the additional square footage will allow the convenience store to stock healthier food ol2tions. G. Other Factors The proposed use is in harmony with all other elements of compatibility pertinent to the Conditional Use and its particular location. The proposed use is in harmony with all other elements pertinent to the conditional use of the site, currently the site is a fuel center- and is within harmony with the suiyounding areas we just wish to improve upon this with a modern gas station with improved facilities rurcm t Page 2 of 2 TORM D File Number ZONING VARIANCE Planning and Zoning Commission City of McHenry 333 South Green Street a McHenry, IL 60050 o Tel: (815) 363-2170 a Fax: (815) 363-2173 Table 32 of the City of McHenry Zoning Ordinance provides that in recommending approval or conditional approval of a variance, the Planning and Zoning Commission shall transmit to the City Council written findings that all of the conditions listed below apply to the requested action. Please respond to each of these conditions as it relates to your request. 1. Special Circumstances Not Found Elsewhere Special circumstances exist that are particular to the property for which the variance is sought and that do not apply generally to other properties in the same zoning district; and these circumstances are not of so general or recurrent a nature as to make it reasonably practical to provide a general regulation to cover them. All variances that are being requested are due to the nature of a fuel center. One of the goals of this site improvement is increased visibility for clients to safely use the site which includes the increased light levels and lack of front foundation plantings that could hamper the visibility between the site and the convenience store. - "�- 2. Circumstances Relate to Property Only Since a variance will affect the character of its surroundings long after a property changes hands, the special circumstances referenced herein relate only to the physical character of the land or building(s) for which a variance is sought, such as dimensions, topography, or soil conditions; and they do not concern any business or activity the present or prospective owner or tenant carries on or seeks to carry on therein, or to the personal, business or financial circumstances of such owner or tenant or any other party with interest in the property. All variances that are being requested are due to the nature of a fuel center. The variances requested will not hinder or have deleterious effects to the existing circumstances of the physical characteristics of the Kopedy. 3. Not Resulting fi•om Applicant Action The special circumstances that are the basis for a variance have not resulted from any act of the applicant or of any other party with interest in the property. All variances that are being requested are due to the nature of a fuel center promoting a safe accessible and clean environment for workers and customers. 4. Unnecessary Hardship The strict application of the provisions of the Zoning Ordinance would result in unnecessary and undue hardship upon the applicant, as distinguished from a mere inconvenience. NORM D Page 1 of 2 The requested variances create a safer cnvirormrent for drivers and pedestrians Low light levels and plantings that obstruct vision would create an unsafe enviromnent that would not function well and create an unnecessary hazard. Good sightlines into the store are necessary to deter crime and allow pedestrians to be seen at all times. S. Preserves Rights Conferred by District A variance is necessary for the applicant to preserve and enjoy a substantial property right possessed by other properties in the same zoning district, and does not confer a special privilege ordinarily denied to other properties in the district. The variances are due to the nature of a fuel center and have nothing to do with the surrounding properties. 6. Necessary for Use of Property The granting of a variance is necessary not because it will increase the applicant's economic return, although it may have this effect, but because without a variance the applicant will be deprived of any reasonable use or enjoyment of the property. The variances are due to the nature of a fuel center and are to provide a safe clean environment for workers and patrons. The requested variances are the minimum variances required to promote the safe use of the site Additional number of wall signs, though lower square footage than maximum allowed is due to the site being on a corner lot and the angle the roads intersect. 7. Not Alter Local Character The granting of a variance will not alter the essential character of the locality nor substantially impair environmental quality, property values, or public safety or welfare in the vicinity. The variances are due to the nature of a fuel center and are to provide a safe clean environment for workers and patrons that will not affect the enviromnental quality, property values public safety, or welfare in the vicinity. The new development and additional landscaping will beautify the site and enhance the local character. 8. Consistent with Zoning Ordinance and Comprehensive Plan The granting of the variance will be in harmony with the general purpose and intent of the Zoning Ordinance and Comprehensive Plan of the City, as viewed in light of any changes conditions since their adoption. The variances are due to the nature of a fuel center and are to provide a safe clean environment for workers and patrons. These variances will be in harmoU with the general purpose and intent of the zoning ordinance and comprehensive plan of the city. 9. Minimum Variance Required The variance requested is the minimum required to provide the applicant with reasonable use and enjoyment of the property. The variances requested are the minimal required for the fueling center and will provide a safe and clean environment for all workers and patrons. Building signage is less square footage than allowed although a higher number of signs than allowed is proposed Also the foundation plantings that have been eliminated from the font of the building have been placed around the site in a way that allows the required visibility on site and beautifies the site for neighbors and people passing by. FORM D Page 2 of 2 Adjacent Property Owners Parcel Number 14-04-20M28 14-04-20D-037 14-04-400-039 14-04.402-001 14-04-402-002 14-04-402-003 14-04.402-0D4 14-04-402-005 14-04.402-006 14-04.402-007 14-04-402.008 14-04.402-009 14-04-402-010 14-04-402-011 14-04-402-012 14-04-402-023 14-04-402-017 14-04.402-018 14.04.02-020 14-04.402-021 14-04.402-023 14-04-402-026 14-04-402-027 14-04-402-029 14-04-402-030 14-04-402-032 14-04-402-033 14-04-402-034 14-04-402-035 14.04.402-036 14-04-402-037 14-04-002-038 14-04-402-039 14-04-402-040 14-04-402-041 14-04-402-042 14-04.402-041 14-04-402-044 14-04.402-045 14-M-402.046 14-04.402-047 14.04.402-049 14-04-402-049 14-04-402-050 14.04-402-051 14-04-402-052 14-04-402-053 14-04-402-054 14-04-402-055 Owner HOME ST BK NA TR 4253B MCHENRY STATE BK TR 4994 HOLY APOSTLES CH OF RAO RAJU PRTNS RAO RAIU PRTNS MICHAELJ LNTR PETERSEN 1EFFRY J JR JENNIFER CHILL M1ARY JO BELCORE ZOGMAN TORY PEASE MERRETT BEST LLC LINDA S GLENN LJR ALLEN 1ST MIDWEST BK TR 41OZ 1ST MIDWEST BK TR 4102 JTC PROP LLC ITC PROP LLC LAMES 5 LYIIN M COWLIN TORYPEASE TORY PEASE SANDY LIV TR CARM ICHAEL TORY PEASE THOMAS TILOT OSCARSANCHEZ BENDANECO LLC LAMES A JOAN NE P COSHUN TORY PEASE TORY PEASE TORY PEASE JOHN REV TR MCCALLAG TORY PEASE TORY PEASE BEHAVIOR MODIFICATION CLINIC JOHN HUFF TORY PEASE TORY PEASE RICHARD PAEGELOW TORY PEASE TORY PEASE PITBULL INVSTMNTS GRP LLC TORY PEASE CHERRY HILL ASSOC ttC TORY PEASE CHRIS C TR MORGAN TORY PEASE MARK ACOLLEEN A WOLTER TORY PEASE PEAK CAPITAL INC TORY PEASE TORY PEASE TORY PEASE Mail ToAddress I Mail ToAddress 2 Mail To City Site Address Street 40 GRANT $T CRYSTAL LAKE, IL 60014 NA BACKHAUS FREMONTH 5106 GARDEN CT MCHENRY, It 600502332 NA 5211 BULL VALLEY RD MCHENRY, IL 600507429 5211 BULL VALLEY RD 60905TRATHMOOR DR ROCKFORD, It 61108 5467 BULL VALLEY RD ISM STRATHMOOR DR ROCKFORD, It 61108 5403 BULL VALLEY RD 1210 LAKE AVE CRYSTAL LAKE, It 6W14 5463 BULL VALLEY RD 9609 HIDDEN LN WOODSTOCK, IL 600987916 5407 BULL VALLEY RD 5459 BULL VALLEY RD MCHENRY, It W050 5459 BULL VALLEY RD $435 BULL VALLEY RD STE 33O MCHENRY, It 6W507436 5411 BULL VALLEY RD 413 N COLD SPRINGS RD WOODSTOCK, It, 60098 5455 BULL VALLEY RD 353JUNIPER RD SOMERS, MT, 59932 5415 BULL VALLEY RD 2901 W JEFFERSON ST JOLIET, IL 604355274 5451 BULL VALLEY RD 2801 W JEFFERSON ST JOLIET, It 604355274 5419 BULL VALLEY RD 5447 W BULLVALLEY RD MCHENRY, It GDDSO 5447 BULL VALLEY AD 5447 W BULL VALLEY RD MCHENRY, It 6DO50 5423 BULLVALLEYRD 361GTAMARISK CT CRYSTAL LAKE, It 60012 5443 BULL VALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, It 600507436 5435 BULL VALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, I L 600507436 5435 BULL VALLEY RD 2209 HAWTHORN RD MARENGO, It 601529677 5435 BULL VALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, It 6ODS07436 5435 BULL VALLEY RD 5435 BULL VALLEY RD STE 200 MCHENRY, It GM50 5435 BULLVALLEY RD 5435 BULL VALLEY RD STE 218 MCHENRY, It 60050 $435 BULL VALLEY RD 5435 BULL VALLEY RD STE 312 MCHENRY, It 60050 5435 BULLVALLEY RD 350TINDALLSNEST TV11NLAKES, V'A53191 5435 BULL VALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, 11 600507436 5435 BULL VALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, IL 6DO507436 5435 BULL VALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, I L 600507436 5431 BULL VALLEY RD 5427 BULL VALLEY RD UNITNI MCHENRY, It 60050 5427 BULLVALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, It 6WS07436 5435 BULL VALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, It 6WS07436 5435 BULLVALLEY RD 5455 BULL VALLEY RD STE 106 MCHENRY, It 600SO2209 5435 BULLVALLEY RD 5435 BULL VALLEY RD STE 108 MCHENRY, It. 600507433 5435 BULL VALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, It 600507436 5435 BULLVALLEYRD 5435 BULL VALLEY RD STE 330 MCHENRY, IL 6ODS07436 5435 BULL VALLEY RD 5435 BULL VALLEY RD STE 122 f.CHENRY, It 600507433 5435 BULL VALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, It 6DDS07436 5435 BULL VALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, Il 6WS07436 5435 BULL VALLEY RD $435 BULL VALLEY RD STE 204 MCHENRY, It 60050 5435 BULL VALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, It 600507436 5435 BULL VALLEY AD 5435 BULL VALLEY RD STE 230 MCHENRY, IL 600507435 5435 BULL VALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, It W0507436 5435 BULL VALLEY RD 5435 BULL VALLEY RD STE 224 MCHENRY, It 600S07435 5435 BULLVALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, It. 600507436 5435 BULLVALLEY RD 5435 BULL VALLEY RD STE 226 ldCHENRY, It GDDS07435 5435 BULL VALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, IL 600507436 5435 BULL VALLEY RO 5435 BULL VALLEY RD STE 302 MCHENRY, IL 600507436 5435 BULL VALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, LL 6WS07436 5435 BULLVALLEY RD 5435 BULL VALLEY RD STE 330 MCHENRY, IL 600507436 5435 BULLVALLEYRD 5435 BULL VALLEY RD STE 330 MCHENRY, IL 600507436 5435 BULL VALLEY RD � 1 ----------------- . Q 1. Introduction................................................................................................................................. 1 2. Existing Conditions..................................................................................................................... 4 SiteLocation............................................................................................................................... 4 Existing Roadway System Characteristics ............................. ........... 4 .......................................... Existing Traffic Volumes............................................................................................................ 6 CrashAnalysis............................................................................................................................ 6 3. Traffic Characteristics of the Proposed Development..................................................................... 8 ProposedExpansion Plan............................................................................................................ 8 DirectionalDistribution.............................................................................................................. 8 PeakHour Traffic Volumes...................................................................................................... 10 4. Projected Traffic Conditions..................................................................................................... 12 Development Traffic Assignment............................................................................................. 12 Background (No -Build) Traffic Conditions.............................................................................. 12 Total Projected Traffic Volumes.............................................................................................. 12 5. Traffic Analysis and Recommendations................................................................................... 17 TrafficAnalyses........................................................................................................................ 17 Discussion and Recommendations........................................................................................... 20 6. Conclusion................................................................................................................................ 22 BP Cas Station Ea/mnsion /fIWORM Mclleni y, Illinois i FigUI-CS Figure1 — Site Location.................................................................................................................. 2 Figure 2 — Aerial View of Site Location......................................................................................... 3 Figure 3 — Existing Roadway Characteristics................................................................................. 5 Figure 4 —Existing Traffic Volumes.............................................................................................. 7 Figure 5 — Directional Distribution................................................................................................. 9 Figure 6 — New Passenger Vehicle Site Traffic Assignment........................................................ 13 Figure 7 — Pass -By Site Traffic Assignment................................................................................. 14 Figure 8 — Year 2023 Background Traffic Volumes.................................................................... 15 Figure 9 — Year 2023 Total Projected Traffic Volumes............................................................... 16 Tables Table 1 — Crystal Lake Road with Bull Valley Road — Crash Summary ....................................... 6 Table 2 — Projected Site Generated Traffic Volumes................................................................... 11 Table 3 — Capacity Analysis Results — Crystal Lake Road with Bull Valley Road - Siganlized..18 Table 4 — Capacity Analysis Results — Existing Conditions — Unsignalized ............................... 19 Table 5 — Capacity Analysis Results — Projected Conditions — Unisgnalized .............................. 19 BP Gets .Slalion E,tihwzsion KLOAls, Mcllen! y, Illinois ii 11. Introduction This report summarizes the methodologies, results, and findings of a traffic impact study conducted by Kenig, Lindgren, O'Hara, Aboona, Inc. (KLOA, Inc.) for the expansion of the BP gas station located at 5301 Bull Valley Road in McHenry, Illinois. The existing gas station is located in the southwest quadrant of the intersection of Crystal Lake Road with Bull Valley Road. As proposed, the gas station will be expanded to provide four additional fueling positions and two electric vehicle (EV) fueling positions. Additionally, the convenience store will be expanded from 1,034 square -feet to 5,172 square -feet. Access to the site will continue to be provided off Crystal Lake Road and Bull Valley Road via the existing full movement access drives. The purpose of this study was to examine background traffic conditions, assess the impact that the proposed development will have on traffic conditions in the area, and determine if any roadway or access improvements are necessary to accommodate traffic generated by the proposed development. Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows an aerial view of the site area. The sections of this report present the following: • Existing roadway conditions • A description of the proposed expansion • Directional distribution of the expansion traffic • Vehicle trip generation for the expansion • Future traffic conditions including access to the expansion ! Traffic analyses for the weekday morning and weekday evening peak hours • Recommendations with respect to adequacy of the site access and adjacent roadway system Traffic capacity analyses were conducted for the weekday morning and weekday evening peak hours for the following conditions: l . Existing Conditions — Analyzes the capacity of the existing roadway system using existing peak hour traffic volumes in the surrounding area. 2. Projected Conditions — Analyzes the capacity of the future roadway system using the projected traffic volumes that include the existing traffic volumes, ambient area growth not attributable to any particular development, and the traffic estimated to be generated by the proposed expansion. BP Gas Station I{ahansion ICAIWORM Alcllenl y, Illinois 1 WaiklamlSchwl CID SITE Boone Crook Golf Course Go, Site Location m wc, ri 1. m McHenry 71 Criekilidi Park Figure 1 BP Station Expansion KLO/� m McHenly, Illinois 2 Google 0 /,rd Existing transportation conditions in the vicinity of the site were documented based on field visits conducted by KLOA, Inc. in order to obtain a database for projecting future conditions. The following provides a description of the geographical location of the site, physical characteristics of the area roadway system including lane usage and traffic control devices, and existing peak hour traffic volumes. 'Site Location ' The existing gas station is located at 5301 Bull Valley Road in the southwest quadrant of the intersection of Crystal Lake Road with Bull Valley Road. Land uses in the vicinity include the Valley View Commons, Huntington Bank and the Tree of Life Unitarian Universalist Congregation to the west and the Church of Holy Apostles to the east. Existing Roadway System Characteristics The characteristics of the existing roadways near the development are described below and illustrated in Figure 3. Crystal Lake Road is generally a north -south roadway that in the vicinity of the site provides one through lane in each direction. South of Bull Valley Road, Crystal Lake Road is classified as an arterial roadway by the McHemy County Division of Transportation (MCDOT) and is designated as County Route 6. At its signalized intersection with Bull Valley Road, Crystal Lake Road provides an exclusive left -turn lane, a through lane and an exclusive right -turn lane on the northbound approach and an exclusive left -turn lane and a shared through/right-turn lane on the southbound approach. Along the site frontage, Crystal Lake Road is under the jurisdiction of MCDOT. North of Bull Valley Road, Crystal Lake Road carries an annual average daily traffic (AADT) volume of 14,000 vehicles (IDOT AADT 2017) and has a posted speed limit of 35 miles per hour. South of Bull Valley Road, Crystal Lake Road carries an AADT volume of 11,600 vehicles (IDOT AADT 2017) and has a posted speed limit of 50 miles per hour. Bull Valley Road is generally an east -west roadway that in the vicinity of the site provides one through lane in each direction. East of Crystal Lake Road, Bull Valley Road is classified as a principal arterial roadway by MCDOT and is designated as County Route 51. At its signalized intersection with Crystal Lake Road, Bull Valley Road provides an exclusive left -turn lane, a through lane and an exclusive right -turn lane on both approaches. Along the site frontage, Bull Valley Road is under the jurisdiction of the City of McHenry. East of Crystal Lake Road, Bull Valley Road carries and AADT volume of 13,200 vehicles (IDOT AADT 2017) and has a posted speed limit of 50 miles per hour. West of Crystal Lake Road, Bull Valley Road carries an AADT volume of 10,000 vehicles (IDOT AADT 2017) and has a posted speed limit of 45 miles per hour. BP Gas Station L;+hansion lawL%�� Mcllenr7% Illinois 4 07 Proposed BP Gas Station Expansion McHenry, Illinois Existing Roadway Characteristics N NOT TO SCALE I LANE Job No: 18-090 Figure: 3 Existing Traffic Volumes In order to determine current traffic conditions in the vicinity of the site, KLOA, Inc. conducted peak period traffic counts utilizing Miovision Scout Video Collection Units on Wednesday, May 9, 2018 during the weekday morning (7:00 to 9:00 A.M.) and evening (4:00 to 6:00 P.M.) peak periods at the intersection of Crystal Lake Road with Bull Valley Road, Crystal Lake Road with the BP frill movement access drive and Bull Valley Road with the BP full movement access drive. The results of the traffic counts indicated that the weekday morning peak hour of traffic occurs from 7:00 A.M. to 8:00 A.M. and the weekday evening peak hour of traffic occurs from 4:00 P.M. to 5:00 P.M. Figure 4 illustrates the existing peak hour traffic volumes. Copies of the traffic count summary sheets are included in the Appendix. Crash Analysis KLOA, Inc. obtained crash data from IDOT for the most recent available five years (2012 to 2016) for the intersection of Crystal Lake Road with Bull Valley Road. The crash data for the intersection is summarized in Table 1. A review of the crash data indicated that no fatalities were reported at this intersection. Table 1 CRYSTAL LAKE ROAD WITH BULL VALLEY ROAD — CRASH SUMMARY DISCLAIMER: The motor vehicle crash data referenced herein was provided by the Illinois Department of Transportation. Any conclusions drawn from analysis of the aforementioned data are the sole responsibility of the data recipient(s). BP Gas Station L,�I�aasion jaw0AX, R'Icllenrj% Illinois 6 N NOT TO SCALE �POPC ROq�<<EY GQ 654 �3B?j '� 4 1?J 709J �a . 40 �25j tip g3? �1 2 -9 991 2pg �1581 ? o` r ^,`° 'S/7 No LEGEND 00 - AM PEAK HOUR (7:00-8:00 AM) y10 ea (00) - PM PEAK HOUR (4:00-5:00 PM) Proposed BP Gas Station Expansion Existing Traffic Volumes McHenry, Illinois Job No: 18-090 Figure: 4 I Traffic Characteristics of the Proposed Development In order to properly evaluate future traffic conditions in the surrounding area, it was necessary to determine the traffic characteristics of the proposed development, including the directional distribution and volumes of traffic that it will generate. Proposed Expansion Plan The existing BP gas station provides eight (8) fueling positions anA an`approximately 1,034 square - foot convenience store. Access to the site is provided off Crystal Lake Road and off Bull Valley Road via full movement access drives. Both access drives provide one inbound lane and one outbound lane. Southbound right -turn movements fiom Crystal Lake Road onto the BP access drive are accommodated by an exclusive southbound right -turn lane and northbound left -turn movements fiom Crystal Lake Road onto the BP access drive are accommodated via the northbound left -turn lane serving the intersection of Crystal Lake Road with Bull Valley Road. Eastbound right -turn movements from Bull Valley Road onto the BP access drive are accommodated by the eastbound right -turn lane serving the intersection of Bull Valley Road with Crystal Lake Road. It should be noted that the BP gas station has cross -access to the Valley View Commons located south of the site. Valley View Commons also has cross access to Huntington Bank and also provides direct access to Bull Valley Road. The cross access to the BP gas station is the only access connection that allows Valley View Commons traffic to turn directly onto Crystal Lake Road. As proposed, the gas station will be modified to provide a total of 12 fueling positions (four additional fueling positions), an approximately 5,172 square -foot convenience store and two electric vehicle (EV) charging stations will be provided. In order to accommodate the 5,172 square - foot convenience store, the existing 816 square -foot tunnel car wash on the west side of that site, that is not currently in use, will be eliminated. Access to the site will continue to be provided via the existing access system. A site plan depicting the proposed development layout is included in the Appendix. Directional Distribution The directions from which customers of the proposed BP gas station expansion will approach and depart the site were estimated based on existing travel patterns, as determined from the intersection and access drive traffic counts. Figure 5 illustrates the directional distribution of the development - generated traffic. BI' Gns Slacion C,V/)ansion IcLO���� McHenj )% Illinois 8 Proposed BP Gas Station Expansion McHenry, Illinois UU - U10 1 A IV,r- 1N rCC I 10( Estimated Directional Distribution N SCALE A%ggh Job No: 18-090 Figure: 5 Peak Hour Traffic Volumes The number of peak hour trips estimated to be generated by the additional fueling positions was based on the existing trip generation of the BP gas station. The results of the of the traffic counts conducted at the existing access drives indicated that the existing gas station generated 164 total trips during the weekday morning peak hour and 230 total hips during the weekday evening peak hour. This equates to a hip rate of 20.5 hips per fueling positions and 28.8 hips per fueling position during the weekday morning and weekday evening peak hours, respectively. Comparatively, information contained in Trip Generation Manual, I O h Edition, published by the Institute of Transportation Engineers (ITE) shows that the "Gas Station with Convenience Store" land -use (Land -Use Code 945) has a weekday morning peak hour has a trip rate of 12.47 trips per fueling position and the weekday evening peak hour has a trip rate of 13.99 trips per fueling position. As can be seen, the trip generation rates for the ITE trip generation manual are less than the trip rates based on the existing traffic counts. As such, in order to provide a conservative analysis, the trip generation rates based on the existing traffic counts were utilized for the trip generation of the four additional fueling positions. The number of peak hour trips estimated to be generated by the proposed electric vehicle charging stations was based on the operating characteristics of these charging stations. The recharging time of an EV charging station differs by charging locations and range based on the time needed to recharge a vehicle. Direct Current or fast charging units, that are used at most gas stations and convenience store pilot programs, typically recharge a vehicle to full within 30-60 minutes. Comparatively, Level 2 chargers that are used for workplace or home charging typically recharge a vehicle to full in four to six hours. However, the revenue generated by gas stations and convenience store rely on the high turnover of patrons. Additionally, the majority of patrons will utilize these recharging stations to provide a range boost to get the user to their typical home or workplace charging station while other patrons will utilize the opportunity to obtain a full charge on longer trips. As such, the use of EV charging stations at gas stations are primarily targeted for users to charge for a shorter time period while they browse the convenience store. Therefore, it was conservatively assumed that each EV charging station would be used for up to a 10-minute period and would turn over every 10 minutes, equating to six inbound trips and six outbound trips per peak hour. It is important to note,that surveys conducted by ITE have shown that approximately 60 percent of trips made to gas stations are diverted fiom the existing traffic on the roadway system. This is particularly true during the weekday morning and evening peak hours when traffic is diverted from the home -to -work and work -to -home trips. Such diverted trips are referred to as pass -by traffic. As such, a 60 percent pass -by reduction was applied to the trips projected to be generated by the proposed development. Table 2 summarizes the trips projected to be generated by the proposed development III' Gas Station Ea/rins/on /rALOAX*V A9cllenr}% II/iilnis 10 Table 2 PROJECTED SITE -GENERATED TRAFFIC VOLUMES Proposed BP Expansion 4 Passenger Vehicle Fueling Positions 40 42 82 57 58 115 2 Electric Vehicle Charging Stations 12 12 24 12 12 24 Ne iv Expansion Trip Subtotal 52 54 106 69 70 139 Existing BP Gas Station (8 Fueling Positions) 80 84 164 114 116 230 BP Gas Station Total 132 138 270 183 186 369 60% Pass By Reduction? —32 _0 _V _ 4 Total New Trips 20 22 42 27 28 55 1— Trip generation based on the ITE Trip Generation Manual for LUC 945 2 — Trip generation based on operating characteristics of EV charging stations 3 — Pass -By reduction was applied only the trips generated by the proposed expansion generated traffic. 4 — Total new trigs equal the expansion eeneration subtotal less the 60 percent pass-bv reduction BP Gas Station Expansion IrLM���� c�I /envy, Illinois 11 The total projected traffic volumes include the existing traffic volumes, increase in background traffic due to growth, and the traffic estimated to be generated by the proposed subject development. Development Traffic Assignment The estimated weekday morning and evening peak hour traffic volumes that will be generated by the proposed development were assigned to the roadway system in accordance with the previously described directional distribution (Figure 5). Figure 6 illustrates the traffic assignment of the new passenger vehicle trips and Figure 7 illustrates the traffic assignment of the pass -by tips generated by the proposed development. Background (No -Build) Traffic Conditions The existing traffic volumes (Figure 4) were increased by a regional growth factor to account for the increase in existing traffic related to regional growth in the area (i.e., not attributable to any particular planned development). Based on the Permit Procedures and Requirements Manual published by the McHenry County Division of Transportation, an increase of three percent per year was applied for five years (study horizon year) to project Year 2023 conditions. Additionally, the traffic projected to be generated by the proposed independent living facility to be located at on the east side of Crystal Lake Road at Remmington Trail (approximately 1,000 feet north of Bull Valley Road) was included in the Year 2023 background traffic conditions. The Year 2023 Background Traffic Volumes are illustrated in Figure 8 Total Projected Traffic Volumes The development -generated traffic (Figures 6 and 7) were added to the Year 2023 background traffic volumes (Figure 8) to determine the Year 2023 total projected traffic volumes as illustrated in Figure 9. BP Gas ,Sta[ion Cx7mnskut /awO�� McHenry, IUinnis 12 w Proposed BP Gas Station Expansion McHenry, Illinois Estimated Directional Distribution N - _ SCALE UV LIIJ I F11YliC IIY rCC 1 K�n10.�MdOr�n.O'F1r�.Abear, I�I� Job No: 18-090 Figure: 5 N -- -- SCALE AM) %vv) - rive r-c r% nvur% kv.Uv-a.vU P11m Proposed BP Gas Station Xe: Expansion Pass -By Site -Generated Traffic VolumesMcHenry, IllinoisJob N18-090 Figure: 7 - 26 j 7561445, 4�5�4251 � q �12�81 ij 4 / / • 0 �� • �` • 83 Q441 /5 497 /�/• tia 239 r�29�1. 24 0 a�8j SITE / ti�a,�`y�► /• /• 414, a� . ♦ hti 0yti ./, o N NOT TO SCALE LEGEND 00 -AM PEAK HOUR (7:00-8:00 AM) (00) - PM PEAK HOUR (4:00-5:00 PM) Proposed BP Gas Station Expansion Year 2023 Background Traffic Volumes McHenry, Illinois Job No: 18-090 Figure: 8 o� � 746 AS �389�r . ` 8 2S �26�epS1 spo"'yo� °• �p ~ 83 �2441 • �1821 ° SITE ,•° �h��a�� � <o Proposed BP Gas Station Expansion Year 2023 Total Projected Traffic Volumes McHenry, Illinois N NOT TO SCALE LEGEND 00 -AM PEAK HOUR (7:00-8:00 AM) (00) - PM PEAK HOUR (4:00-5:00 PM) K�nW.IJndYry�.O'M�nADoon�.lne. Job No: 18-090 Figure: 9 The following provides an evaluation conducted for the weekday morning and weekday evening peak hours. The analysis includes conducting capacity analyses to determine how well the roadway system and access drives are projected to operate and whether any roadway improvements or modification are required. Traffic Analyses Roadway and adjacent or nearby intersection analyses were performed for the weekday morning and weekday evening peak hours for the existing (Year 2018) and Year 2023 total projected traffic volumes. The traffic analyses were performed using the methodologies outlined in the Transportation Research Board's Highway Capacity Manual (HCM), 2010 and analyzed using the Synchro/SimTraffic 9 sofhvare. The analysis for the traffic -signal controlled intersections were accomplished using field measured cycle lengths and phasings to determine the average overall vehicle delay and levels of service. Synchro/SimTraffrc 9 software was utilized to accurately represent the operation of the BP access drives due to their proximity to the signalized intersection of Crystal Lake Road with Bull Valley Road. The analyses for the unsignalized intersections determine the average control delay to vehicles at an intersection. Control delay is the elapsed time from a vehicle joining the queue at a stop sign (includes the time required to decelerate to a stop) until its departure from the stop sign and resumption of free flow speed. The methodology analyzes each intersection approach controlled by a stop sign and considers traffic volumes on all approaches and lane characteristics. The ability of an intersection to accommodate traffic flow is expressed in terms of level of service, which is assigned a letter from A to F based on the average control delay experienced by vehicles passing through the intersection. The Highway Capacity Manual definitions for levels of service and the corresponding control delay for signalized intersections and unsignalized intersections are included in the Appendix of this report. Summaries of the traffic analysis results showing the level of service and overall intersection delay (measured in seconds) for the existing and Year 2023 total projected conditions are presented in Tables 3 through 5. A discussion of each intersection follows. Summary sheets for the capacity analyses are included in the Appendix. BP Gas Station Ls/aansion IrLO&M Rennin y, Illinois 17 Table 3 CAPACITY ANALYSIS RESULTS - CR AL LAKE ROAD WITH BULL VALLEY ROAD - SIGNALIZED Weekday Morning B 14.0 D A 40.1 5.5 C 20.6 C A 21.1 2.7 B D A 19.8 36.0 7.9 C 21.3 D 36.8 C - 23.9 Peak Hour C-28.1 B-17.7 B-16.8 C-30.9 Weekday Evening C 21.4 D 39.9 A 7.8 C 28.2 D 40.2 A 5.8 C 20.7 C 32.4 A 4.9 B 17.3 C 34.7 C - 25.8 Peak Hour C - 25.1 C - 28.7 C - 20.7 C - 29.9 Weekday Morning B 14.4 D 46.3 A 5.3 C 32.1 C 22.5 A 4.1 C 22.0 D 39.5 A 9.9 C 24.4 D 44.4 C - 38.4 Peak Hour C-31.9 C-24.2 B-19.4 D-36.9 Weekday Evening C 24.4 D 43.2 A 7.5 D 39.4 D 48.2 A 5.7 C 26.9 D 35.4 A 4.8 B 19.2 D 37.8 C - 30.1 Peak Hour C-27.1 D-36.1 C-23.6 C-32.8 Letter denotes Level of Service L - Left -Turns R - Right -Turns Delay is measured in seconds. T - Throush BP Gas Station Expansion McHenry. Illinois 18 Table 4 CAPACITY ANALYSIS RESULTS EXISING CONDITIONS — UNSIGNALIZED Crystal Lake Road with BP Access Drive • Eastbound Approach C 20.8 C 21.0 • Northbound Left Turn A 9.4 A 9.5 Bull Valley Road with BP Access Drive • Northbound Approach B 14.5 C 15.1 • Westbound Left Turn A 9.2 A 8.2 LOS = Level of Service Delay is measured in seconds. Note: Both access drives operate under two-way stop sign control Table 5 CAPACITY ANALYSIS RESULTS YEAR 2023 PROJECTED CONDITIONS — UNSIGNALIZED Crystal Lake Road with BP Access Drive • Eastbound Approach D 33.1 E 47.0 • Northbound Left Turn A 10.0 B 10.2 Bull Valley Road with BP Access Drive • Northbound Approach C 17.1 C 18.9 • Westbound Left Turn A 9.6 A 8.4 LOS = Level of Service Delay is measured in seconds. Note: Both access drives operate under two-way stop sien control 13P Gas Statio» Eqrinsion /r/W OIi�� McHeni j ; Illinois 19 Discussion and Recommendations The following summarizes how the intersections are projected to operate and identifies any roadway and traffic control improvements necessary to accommodate the development -generated traffic. Crystal Lake Road with Bull Valley Road The results of the capacity analysis indicate that overall this intersection currently operates at level of service (LOS) C during the w,,ekday morning and weekday evening peak hours. Under Year 2023 conditions, this intersection is projected to continue operating at LOS C during the weekday morning and weekday evening peak hours with increases in delay of approximately 15 and four (4) seconds, respectively. Furthermore, all of the approaches are projected to operate at LOS D or better during the peak hours with increases in delay of approximately seven seconds or less. The 95'h percentile queues for the northbound left turn movement are projected to be 185 feet which will not extend beyond the location of the BP access drive. The 951h percentile queues for the northbound through lane are projected to be approximately 200 feet during the weekday morning peak hour which is an increase of approximately 40 feet over existing conditions and will not extend beyond the BP access drive. During the weekday evening peak hour, the 95'h percentile queues for the northbound through lane are projected to be 400 feet which is an increase of approximately 70 feet over existing conditions and will extend beyond the access drive. Furthermore, the 95`h percentile queues for the eastbound approach are projected to be approximately 500 feet during the weekday morning peak hour and 250 feet during the weekday evening peak hour which will extend beyond the existing BP access drive. These queues are an increase of approximately 100 and 40 feet over existing conditions during the weekday morning and weekday evening peak hour, respectively. However, a review of the simulation shows that the queues in both the northbound and eastbound direction are projected to clear the driveways with each green phase. As such, this intersection has sufficient reserve capacity to accommodate the traffic projected to be generated by the proposed BP expansion and no signal modifications or roadway improvements will be required. Crystal Lake Road with BP Access Drive The results of the capacity analysis indicate that outbound movements from the BP access drive onto Crystal Lake Road currently operate at LOS C during the weekday morning and weekday evening peak hours. Under Year 2023 conditions, outbound movements fiom the access drive onto Crystal Lake Road are projected to operate at LOS D during the weekday morning peak hour and at LOS E during the weekday evening peak hour. However, it should be noted that this level of service is expected for access driveways that have unsignalized intersection with major roadways such as Crystal Lake Road. The 95"' percentile queues for the outbound movements are projected to be approximately 75 feet which is an increase of approximately 25 feet (one vehicle length) over existing conditions. 131' Gas Station Expansion ffIW O,ii� McHenry ; Illinois 20 Furthermore, northbound left turn movements from Crystal Lake Road onto the access drive are projected to operate at LOS B during both peak hours with increases in delay of less than one second and 950' percentile queues of one to two vehicles which will continue to be accommodated by the northbound left turn lane serving the intersection of Crystal Lake Road with Bull Valley Road. As such, the proposed expansion generated traffic will have a limited impact on the operations of this access drive, efficient and flexible access will continue to be provided to the site and no roadway or traffic control improvements will be required. Bull Valley Road with BP Access Drive The results of the capacity analysis indicate that outbound movements from the access drive onto Bull Valley Road currently operate at LOS B during the weekday morning peak hour and at LOS C during the weekday evening peak hour. Under Year 2023 conditions, outbound movements fiom the access drive onto Bull Valley Road are projected to operate at LOS C during both peak hours with increases in delay of approximately four seconds or less. Additionally, westbound left -turn movements onto the access drive are projected to continue operating at LOS A during both peak hours with increases in delay of less than one second and 951 percentile queues of one to two vehicles. As such, the proposed expansion generated traffic will have a limited impact on the operations of this access drive, efficient and flexible access will continue to be provided to the site and no roadway or traffic control improvements will be required. 13P Gas Station G,ihansion /rim �,ii� Mcllcnoy Illinois 21 Based on the preceding analyses and recommendations, the following conclusions have been made: • The traffic projected to be generated by the proposed BP gas station expansion will be reduced due to pass -by or diverted trips from the existing traffic on Crystal Lake Road and Bull Valley Road. , The signalized intersection of Crystal Lake Road with Bull Valley Road has sufficient reserve capacity to accommodate the traffic projected to be generated by the proposed development. The existing access system serving the BP gas station will be adequate in accommodating the traffic projected to be generated by the proposed expansion and will have a limited impact on the operations of Crystal Lake Road and Bull Valley Road. BP Gas Station F„xImnsion Mc/rZWOAX**#,6, �IHer�r}�, Illinois 22 Appendix Traffic Count Summary Sheets Site Plan Level of Service Criteria Capacity Analysis Summary Sheets Traffic Count Summary Sheets Y O tea' 0 IOZ V N a� o A d o a < an�^o O o ^ o 0 0 �xx o 0 0 0 0 o c u o 0 yyyy D aaaTTTTTT w w o r o♦^ iy ^ < n w 0 ii < o^• < '+ d ry < $ '- 0 0 d O d O O 88�R 2Di8n I 81 At39C dam "� "� o CO H N O O 1y O O d o 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 00 a I o I 0 0 0 q� F •f P! Ml O N o O o f f'1 N w IV tl y� N „ p N a- a E p N �Q( N a P O O O E' O O O o 0 0 0 0 0 o n o 0 0 0 < AA'3<NS'RRAv 8vRaA8pde91 1 o^ d ^� o o � ` �v S � • o ff �e n g w,,1� N h< n .� `R ry 0 o O ' i d 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O D Q O O O O O rr Q n R%iltryop o d o 0 1) n o o u o 0 0 0 0 0 !10A��R���7CR �F83N�8�3 .ry<n^ryN R o A F o N d o ` S 98gH7tR9x i`°I,°6R'S88pNow �0 0 ^o 0 00 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a o 0 0 0 0 a Sj {V ' p N w O V H 9 �, S ` N $ tl$ a O� O O O O O o 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I o y` 3 k R: A C 8 0 �:, R R R Xl8 S3 < o< o 'a '' y N a o - o w 0♦ P H 40 N w 0$ F w ^ O♦ H O o o$ N ry< OO O O O O O O O O O O O O O O O O O O O O O O O O O Q 0 0 0• O 101 O 3 %2 8 v R $ R yL � $ F v ^ I� ^ !h IO LC eD m 8 R 7 � '1 •1 f N YI VI V/ C Y � x . � C7 ie x x a AMACRI Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Tumino Movement Peak Hour Data (7-00 AMl Count Name: Bull Valley Road with Crystal Lake Road Site Code: Start Date: 05/09/2018 Page No: 3 SM TbM u-Tun Left Bul VA" Rood EasM ound Thru RVt Pws To�ul u-Tum Lee But VOW Road VlhstDotnd Thru RW tads ] LLTun La t - Cry3w Los Row Nervecow Thu RW Pads ToM u-Tum Left erf" lam Row Souerbound Thu Rlyht Pads Total Mt Total 7:00 AM 0 19 92 44 0 155 0 5o 25 25 0 100 0 21 41 e5 C 147 0 41 59 8 C. 108 510 7:15AM 0 6 116 55 0 1eo 0 63 33 23 C 119 0 14 29 93 0 135 0 62 53 4 0 129 564 7:30 AM 0 4 89 72 0 165 0 46 37 10 0 93 0 14 33 88 0 135 0 56 118 9 0 161 574 7:45 AM 0 9 131 36 0 176 0 5o 37 •14 0 101 0 25 48 95 0 16e 0 51 75 0 0 128 571 TOM 0 38 430 209 0 676 0 209 132 72 0 413 0 74 151 351 0 596 0 210 313 21 0 544 2219 % 0.0 5.6 63.6 Me 0.0 50.6 32.0 17A 0.0 12.6 25.8 61.6 0.0 38.6 57.5 J.9 Trial % 0.0 1.7 19.4 9A 30.5 0.0 9.4 5.9 32 18.6 0.0 3.3 e.8 16.3 25A 0.0 9.5 14.1 0.8 24.5 PMF o.wo 0.500 o e21 0.722 0.939 OAW 0.829 0.822 C720 0.868 (LOW 0.740 0.766 0.950 0.672 Q000 0.847 0.675 0.583 0.751 0.988 Lwft 0 37 425 208 6" 0 208 129 as 403 0 74 149 349 572 0 206 306 20 5322177 % 97.4 96.8 100.0 99.1 99.5 97.7 91.7 97A 100.0 98.7 28.7 97.e 98.1 97.0 952 97.8 96.1 Buses 0 1 5 0 6 0 0 2 3 5 0 0 0 1 1 0 2 3 1 6 16 % Buses 28 1.2 0.0 0.9 0.0 1.5 42 12 0.0 0.0 0.3 02 1.0 1.0 4.8 1.1 0.8 Tneks 0 O 0 0 0 0 1 1 2 4 0 0 2 2 4 0- 1 4 0 5 13 % Tnido 0.0 0.0 0.0 - 0.0 - 0.5 0.8 2.8 - 1.0 - 0.0 1.3 0.6 - 0.7 - OS 1.3 0.0 - 0.9 0.6 ArtlWa1W Tns:ks 0 0 0 0 0 0 0 0 1 1 0 0 0 9 9 0 1 0 0 1 11 %Arkuhftd TRAdn 0.0 0.0 0.0 - 0.0 - 0.0 0.0 1.4 - 02 - 0.0 0.0 2.5 - 1.5 - 0.5 0.0 0.0 - 02 0.5 Skydaz an Row 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 % on Rood 0.0 0.0 0.0 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 0.0 PWasbism 0 u 0 0 AO.-MRIM Kenigg Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Ti iminn Mnvement Peak Hnur Data 14-00 PM1 Count Name: Bull Valley Road with Crystal Lake Road Site Code: Start Date: 05/09/2018 Page No: 4 SWITM U-Tun Left But VAW Road Endbouid Thru MGM Pads TaM LLTun BuA VMW ROW wsslb0ud Left Thru Right Pads TAZ- LLTun Left Cr WI Lela Road Norlhbornd Thm Right Peds TAM U-Tum Loft CrAw Lake ROW Smid6ornd Thru RW* Peds T=- MLTOW 4-00 PM 0 10 43 46 0 99 0 76 123 46 0 247 0 52 63 e5 0 200 0 41 ee 13 142 ew 4:15 PM 0 13 49 31 0 93 0 76 95 57 0 226 0 55 125 60 0 260 0 31 73 7 0 111 692 4:30 PM 0 17 41 39 0 97 0 107 125 63 C 295 0 57 79 61 0 197 0 19 74 9 0 102 "1 4:45 PM 0 17 63 42 0 122 0 70 96 44 C 212 0 76 62 66 0 226 0 35 59 10 0 105 665 TOW 0 57 196 156 0 411 0 329 441 212 D 902 0 240 369 274 0 663 0 127 294 39 0 460 2736 Apprua % 0.0 13.9 47.7 36.4 0.0 335 44.9 2t.6 0.0 272 41.6 31.0 0.0 27.6 63.9 &5 TOW % 0.0 2.1 72 &a 15.0 0.0 12.0 16.1 7.7 359 0.0 6.6 13S 10.0 32.3 0.0 4.6 10.7 1A 16.6 PHF 0.000 0.636 0.776 0259 OAQ OAW 0.700 0,M 0.541 0.632 0.000 0.709 0.736 0.656 0.649 0.000 0.774 0.635 0.750 - 0.610 0.966 Ughb 0 57 169 157 403 0 325 434 207 966 0 236 364 265 - 667 0 125 267 39 451 2W7 % 100.0 96.4 99.4 96.1 96.6 96.4 97.6 96.4 W.2 95.6 96.7 962 96.4 97.6 100.0 - 99.0 962 Buss 0 0 3 1 4 0 1 5 2 6 0 1 04 5 0 1 2 0 3 2D %Buss 0.0 1.5 0.6 1.0 0.3 1.1 0.9 0.6 0.4 0.0 1S - 0.6 0.6 0.7 0.0 0.7 0.7 Nt Tnxks 0 0 4 0 4 0 3 2 2 7 0 0 3 2 5 0 1 3 0 - 4 20 y' T� - 0.0 2.0 0.0 - 1.0 - OA OS OA - 0.7 - 0.0 0.3 0.7 - 0.6 - 0.6 1.0 0.0 - 0.9 0.7 Artleuieted TnKk3 0 0 0 0 0 0 0 0 1 1 0 1 2 3 6 0 0 2 0 2 9 'Y'ArdaAged Tnidrs 0.0 0.0 0.0 - 0.0 - 0.0 0.0 OS 0.1 - 0.4 O.5 1.1 0.7 - 0.0 0.7 0.0 - 0.4 0.3 Bkycl*s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 y' Bkydez on Road 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 - 0.0 - 0.0 0.0 0.0 0.0 - 0.0 0.0 0.0 - 0.0 0.0 PedsMw C 0 % Pedes&Wm " ' �IK�k8iA8 A 8 k; zza! $�! - - � �,l�£2!■2■2!■]�■■&■2■&■■| ..,0.0.0.00 0000 0 000a00.0a00000000 00����..��.����,.� :°C�;°§§■§ate®=;��q�;.a�.��■,�a��E 7 "T2101:2 12 4`E [00 1- 171.0 F 19 11 1' 11 11 1? I&t 11-- 14 0 0 0 0 0 0 0 0 00.0 000 0 0000 0| t...0.0.0.0,0;;0 °-��|;�|§����©■�#�-.�.�..,�.,�E � 2 ! ,,.....,,,....� ........... .. „... „ | 1p I'. 1p IN 1p i: 0 ;3 Is 11 1!, 1 - 1, Ig Ig le 11 ly I - I 1■ I-- $§@glKi ...0.060.a.agP00000000000100000000a0 . .���,■q,.a � . � &� ■.��� �■■■■§■¥!§'§§E§§4■�g■ƒ �|�� :°� c-§■■;§a;-0,■-4Z% j:a;180 00l400Is ! .,.....,.,...........„ .....������_,| ;©■;q�2!§§%'2g@g§■22§a§'■■e#!#2§§ 'CIA§!2;!§|'§2■§2§I§§3| AMall' ,1 Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Ti iminen KAnvmmA:%n4 Dnam{r Wru it I1n4n /7-nn ARA1 Count Name: Crystal Lake Road with BP Access Drive Site Code: Start Date: 05/09/2018 Page No: 2 start Time U•Tum LaR Am= Ddw Eaetbore+d Ryt Peds AM, TOW U-Tum Left CrpW take Rood NIOr6Y�erard Thru Pods AM. TOW U-Tum Thru Cry" Lab Row SaraNDaa+O RV4 Pws . TOW ok TOW 7:00 AM 71SAM 7:30 AM 7:45 AM 0 4 4 0 9 0 3 144 0 147 0 ISO 7 0 157 312 0 2 10 0 12 0 6 135 C u1 0 176 9 0 195 336 0 5 12 0 17 0 3 135 0 136 0 224 9 0 232 357 0 7 9 0 16 0 4 190 0 164 0 157 7 0 164 344 TOW 0 16 35 0 53 0 16 574 C 590 0 707 31 0 736 1361 Appmechx 0.0 34.0 69.0 0.0 2.7 97.3 0.0 95.6 42 TOW % 0.0 1.3 2.5 3.6 0.0 12 41A 417 0.0 512 22 53.4 PHF 0.000 0.W 0.729 0.779 0.000 0.667 0.6W O.M 0.000 0.769 0.951 0.795 0.M LWft 0 17 34 51 0 16 561 rn 0 701 29 730 13M % 94.4 97.1 952 100.0 97.7 97.6 992 93.5 96.2 96.3 Buses 0 0 0 0 0 0 1 1 0 2 1 3 4 % Buses 0.0 OA 0.0 0.0 02 02 0.3 32 OA 0.3 Shobo*Tnacks 0 0 1 1 0 0 3 3 0 4 1 5 9 % Truck, OA 2.9 1.9 0.0 0.5 0.5 0.6 32 0.7 0.7 ArdaLtW Trucks 0 1 0 1 0 0 9 9 0 0 0 0 10 % Ardaload Trucks SA 0.0 1.9 0.0 1.6 1.5 0.0 0.0 0.0 0.7 on Row 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bbcydu an Road 0.0 0.0 0.0 OA 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrians C 0 0 % PedaMws AUAab Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 Tt trninn RAnvmm�n+ Deal. Ll-r Mh4� IAd1A ORAN Count Name: Crystal Lake Road with BP Access Drive Site Code: Start Date: 05/09/2018 Page No: 3 stm Th" U-Tum UR Aaess Ddw Eesdx u W RWt Pads App. Toll LLTum Left CrysW LAe RoW Nor9rDwm0 TMu Pella AW.TOW U-Tan r" CrysW L*o RoW samet WA Pads App. T*W Int. TOW 4,00 PM 4:15 PM 4:30 PM 4:45 PM 0 2 10 0 12 0 5 123 0 196 0 122 1e 0 205 413 0 5 11 0 16 0 11 252 0 263 0 164 14 0 176 457 0 4 17 0 21 0 13 193 0 205 0 205 15 0 220 447 0 2 13 0 15 0 10 221 0 231 0 le6 7 0 173 419 Told 0 13 51 0 64 0 39 699 C 696 0 727 52 0 779 1741 AppMoch % 0.0 203 79.7 0.0 4.3 95.7 0.0 93.3 6.7 Told % 0.0 0.7 2.9 3.7 0.0 22 49.3 51.e 0.0 41.6 &0 44.7 PMF 0.000 0.650 0.750 0.752 0.000 0.750 0.652 OA54 0.000 0.667 0.313 0.6e5 0.952 0 12 50 62 0 35 544 so 0 721 51 772 1716 % 92.3 96.0 90.9 97.4 96.3 962 992 96.1 99.1 90.6 Buses 0 0 0 0 0 1 5 6 0 3 0 3 9 % Busn 0.0 0.0 0.0 2A 0.6 0.7 CA 0.0 0.4 0s Tnxlts 0 1 1 2 0 0 4 4 0 2 1 3 9 % SWqk4JrdtTrift 7.7 2.0 3.1 0.0 Os 0.4 O.J 1.9 0.4 0.5 ArdaLlW Tnxft 0 0 0 0 0 0 6 6 0 1 0 1 7 %Ar0a4etad Tn#s 0.0 0.0 0.0 0.0 0.7 0.7 0.1 0.0 0.1 CA Bicydft on RoW 0 0 0 0 0 0 0 0 0 0 0 0 0 % ftydn on Read 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedo rWm 0 0 0 �v C m E go a rn Nn o E @ ~ N N IV Oi 1V S 1� ��'i N I! 0- N IV g„ 0 N O N 0 G n O O O �, N O O N n A A Ol N H tl tl tl N N O y0,, O N OOII O ;t 0 0 0 p �' 0 pgp l np O A• A N N N f N N O A' ��.. N tl �rj d 8 iJ tl O O 0 O C C ^ � o 0 rj o S H O G O G O G O d 0 0 0 0 0 0 0 0 0 0 O O O O O O O O D O O d d O O O O O 3 �o a ao.a !g�„8SgggB o=oN000 i 3 O 0 0♦ N N O ♦♦ (1 �' O N 7 H C p 0 ry H O d O d O d O d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a d o 0 0 0 0 3 �RaffiR�8� o0odoa a o 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 K o ^0gnn0Nry onnN n ♦OfIROh p C4 oY O o0000 od 0 0 F o 0111 0111 0 0 0 0 0 0 0 0 ' o' 010 3 1 IT 1,1 10101011 8 v R v $. R n 8 R v 8v $ v K X K Kenigg Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 T..rr.:-n RA^wn n+ Dc,�l! 1-Inr rr i1747 !7•()l AAAN Count Name: Bull Valley Road with BP Access Drive Site Code: Start Date: 05/09/2018 Page No: 2 SLrt T U-Tum Thu &A Vdoy Rood qad RWd Pods AM, TOW f u-Tum UR WA VMW Road Wasbrourd Thu Pods App, ToW U-Turn Loa BP Auras DM Nu4r " Pads App, TOW Mt TOW 7:00 AM 715 AM 7:30 AM 7:45 AM 0 146 6 0 152 0 1 53 0 54 0 1 6 0 7 213 0 19D 11 C 191 0 0 49 0 49 0 3 7 0 10 250 0 155 13 0 19e 0 3 59 0 62 0 2 4 0 6 236 0 173 10 0 193 0 0 06 0 N 0 2 7 0 9 25e TOW 0 654 40 0 694 0 4 227 0 231 0 9 24 0 32 957 AMxwch % 0.0 942 5.e 0.0 1.7 9&3 0.0 25.0 75.0 TOW % 0.0 W.3 42 72 5 0.0 0.4 23.7 24.1 0.0 0.9 2-5 3.3 - PMF 0.000 0.909 0.769 Me M000 0.333 0.950 Men 0.000 0.667 0.957 0.600 0.927 0 649 40 W9 0 4 225 220 0 9 23 31 949 % 992 100.0 99.3 100.0 99.1 99.1 100.0 95.8 96.9 992 Buses 0 5 0 5 0 0 1 1 0 0 1 1 7 % Buse 0.0 0.0 0.7 0.0 0.4 - 0.4 0.0 42 3.1 0.7 Tn1dM 0 0 0 0 0 0 1 1 0 0 0 0 1 % Nt Tnrdn 0.0 0.0 0.0 0.0 0.4 0.4 0.0 0.0 0.0 0.1 ANaland TruOls 0 0 0 0 0 0 0 0 0 0 0 0 0 %ArtleulaW Tnrdrs 0.0 0.0 OA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Bkydoz an Road 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bkydes On Rood 0.0 0.0 0.0 0.0 0.0 0.0 ao 0.0 0A 0.0 PadasMw 0 0 % PedaMM KLO Kenigg Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400 Rosemont, Illinois, United States 60018 (847)518-9990 T...nGnn RA....e....--+ 01, LJ..... Pl.,+., /A•/1/A MRAN Count Name: Bull Valley Road with BP Access Drive Site Code: Start Date: 05/09/2018 Page No: 3 Skirt Tlma LLTum Thu BcA V&Wy Road Easdm d RWt Pads AM. Tot LLTum Lot But Valley ROW westbound Thm Pads App. ToW U-Tum Loft SPAwes Odw Naftbound Rot PWs App. TOW Int. TOW 4:00 PM 4:15 PM 4:30 PM 4:45 PM 0 100 60 105 0 1 190 0 191 0 12 5 0 17 314 0 63 7 0 90 0 4 151 0 155 0 9 6 C 17 252 0 07 7 0 94 0 4 166 0 192 0 11 12 C 23 309 0 112 5 0 117 0 3 160 0 163 0 5 7 0 12 312 . TOW 0 362 25 0 407 0 12 709 0 721 0 37 32 69 1197 Nwmach % 0.0 93.9 6.1 0.0 1.7 943 0.0 53.6 444 TOW % 0.0 31.9 2.1 34.0 0.0 1.0 592 602 0.0 3.1 2.7 5.6 PHF 0.000 0.653 0.a93 CPO 0.000 0.750 0.933 0.939 0.000 0.771 0.667 0.750 0.953 0 373 22 395 0 12 700 712 0 37 31 66 1175 % Lwft 97.6 64O 97.1 100.0 947 Me 100.0 949 946 962 Buses 0 4 2 6 0 0 6 6 0 0 1 1 13 %Buser 1.0 40 1.S 0.0 0.6 0.6 0.0 3.1 1.4 1.1 Tmdcs 0 5 1 6 0 0 2 2 0 0 O 0 a % Tn,du 1.3 4.0 1.6 0.0 0.3 0.3 0.0 0.0 0.0 0.7 ArtlaLNd Tnrdm 0 0 0 0 0 0 1 1 0 0 0 0 1 %ANWMW Tnift 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.1 Scycks On ROW 0 0 0 0 0 0 0 0 0 0 0 0-1 0 % an ROW 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Podas&W Y C 0 0 Site Plan a oP � I I I I I J ----------- r--------------------- \\ \ 1 + I \\\ \\\ z � 0 n Z AOUATIC \ CfVL \ VEGUU:.CAL \ ELECTK,C LL \,LLASLW \ TELECOMU W. ATION \ STRUCTURAL \ ACCESSSUTY CONSULTING \ DES.G.4 A PROGRAU NANAGEUEM \ W D SURVEY T� vaLLev WT GROUP TRIO' \�TRI VAlIEY ROAD IJCIiF1diY. IlUltOi3 60¢"A • • \ TRIO Level of Service Criteria LEVEL OF SERVICE CRITERIA A Favorable progression. Most vehicles arrive during the S10 green indication and travel tluough the intersection without stopping. B Good progression, with more vehicles stopping than for >10 - 20 Level of Service A. C Individual cycle failures (i.e., one or more queued vehicles >20 - 35 are not able to depart as a result of insufficient capacity during the cycle) may begin to appear. Number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping. D The volume -to -capacity ratio is high and either progression >35 - 55 is ineffective or the cycle length is too long. Many vehicles stop and individual cycle failures are noticeable. E Progression is unfavorable. The volume -to -capacity ratio >55 - 80 is high and the cycle length is long. Individual cycle failures are frequent. F The volume -to -capacity ratio is very high, progression is >80.0 very poor, and the cycle length is long. Most cycles fail to clear the aueue. A 0-10 B > 10 - 15 C >15-25 D >25-35 E >35-50 F > 50 Cgpacity Analysis Summary Sheets Lanes, Volumes, Timings 1: Crystal Lake Road & Bull Valley Road 05/16/2018 Lane Configurations I t if V! t if I t r Traffic Volume (vph) 38 432 208 209 136 72 74 157 361 210 321 21 Future Volume (vph) 38 432 208 209 136 72 74 157 361 210 321 21 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 1900 1900 Storage Length (ft) 80 275 200 415 240 240 345 0 Storage Lanes 1 1 1 1 0 1 1 0 Taper Length (ft) 140 175 25 135 Lane Ulil. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.991 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1752 1980 1615 1787 1961 1495 1805 1980 1568 1770 1843 0 Fll Permitted 0.66E 0.212 0.451 0.532 Satd. Flow (perm) 1232 1980 1615 399 1961 1495 857 1980 1568 991 1843 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 214 99 372 3 Link Speed (mph) 45 50 50 35 Link Distance (ft) 232 670 335 840 Travel Time Is) 3.5 9.1 4.6 16.4 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles(%) 3% 1% 0% 1% 2% 8% 0% 1% 3% 2% 2% 5% Shared Lane Traffic (%) Lane Group Flow (vph) 39 445 214 215 140 74 76 162 372 216 353 0 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 Switch Phase Minimum Initial Is) 3.0 15.0 15.0 3.0 15.0 15.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 6.5 21.0 21.0 6.5 21.0 21.0 6.5 21.0 21.0 6.5 21.0 Total Split (s) 20.0 40.0 40.0 20.0 40.0 40.0 20.0 30.0 30.0 20.0 30.0 Total Split (%) 18.2% 36.4% 36.4% 18.2% 36.4% 36.4% 18.2% 27.3% 27.3% 18.2% 27.3% Yellow Time (s) 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 All -Red Time (s) 0.0 1.5 1.5 0.0 1.5 1.5 0.0 1.5 1.5 0.0 1.5 Lost Time Adjust Is) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 3.5 6.0 6.0 3.5 6.0 6.0 3.5 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Act Effct Green (s) 37.0 27.6 27.6 45.9 37.5 37.5 31.7 21.0 21.0 40.1 28.3 Actuated g1C Ratio 0.40 0.30 0.30 0.49 0.40 0.40 0.34 0.23 0.23 0.43 0.30 We Ratio 0.07 0.76 0.34 0.57 0.18 0.11 0.20 0.36 0.58 0.40 0.63 Control Delay 14.0 40.1 5.5 20.6 21.1 2.7 19.8 36.0 7.9 21.3 36.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 14.0 40.1 5.5 20.6 21.1 2.7 19.8 36.0 7.9 21.3 36.8 LOS B D A C C A B D A C D Approach Delay 28.1 17.7 16.8 30.9 Approach LOS C B B C Queue Length 50th (ft) 12 241 0 72 57 0 28 85 0 85 192 Queue Length 951h (ft) 31 399 53 128 110 18 62 162 81 155 330 18.090 - BP Expansion - McHenry Synchro 9 Report Existing AM Peak Hour Lanes, Volumes, Timings 1: Crystal Lake Road & Bull Valley Road 05/16/2018 -A --► 4- 4 t �► 1 •� Internal Link Dist (ft) 152 590 255 760 Turn Bay Length (ft) 80 275 200 415 240 240 345 Base Capacity(vph) 690 747 743 450 824 685 530 527 690 569 562 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.60 0.29 0.48 0.17 0.11 0.14 0.31 0.54 0.38 0.63 Area Type: Other Cycle Length:110 Actuated Cycle Length: 93.2 Natural Cycle: 55 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 23.9 Intersection LOS: C Intersection Capacity Utilization 74.0% ICU Level of Service D Analysis Period (min)15 Splits and Phases: 1: Crystal Lake Road & Bull vallev Rnad 01 1.02 't1�03 �4 05 • 07 �- , 08 18-090 - BP Expansion - McHenry Synchro 9 Report Existing AM Peak Hour Lanes, Volumes, Timings 1: Crystal Lake Road & Bull Valley Road 05/16/2018 Lane Configurations + t I t Traffic Volume (vph) 57 199 158 329 442 212 240 369 274 127 294 39 Future Volume (vph) 57 199 158 329 442 212 240 369 274 127 294 39 Ideal Flow (vphpq 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 1900 1900 Storage Length (ft) 80 275 200 415 240 240 345 0 Storage lanes 1 1 1 1 0 1 1 0 Taper Length (ft) 140 175 25 135 Lare UJI. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.983 Fit Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 1923 1599 1787 1961 1583 1787 1980 1568 1770 1835 0 Fit Permitted 0.341 0.466 0.343 0.383 Satd. Flow (perm) 648 1923 1599 877 1961 1583 645 1980 1568 713 1835 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 160 214 277 6 Link Speed (mph) 45 50 50 35 Link Distance (ft) 232 670 335 840 Travel Time (s) 3.5 9.1 4.6 16.4 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles (`/6) 0% 4% 1% 1% 2% 2% 1% 1% 3% 2% 2% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 58 201 160 332 446 214 242 373 277 128 336 0 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 3.0 15.0 15.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 6.5 21.0 21.0 6.5 21.0 21.0 6.5 21.0 21.0 6.5 21.0 Total Split (s) 20.0 42.0 42.0 20.0 42.0 42.0 17.0 51.0 51.0 17.0 51.0 Total Split (96) 15.4% 32.3% 32.3% 15.4% 32.3% 32.3% 13.1% 39.2% 39.2% 13.1% 39.2% Yellow Time (s) 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 All -Red Time (s) 0.0 1.5 1.5 0.0 1.5 1.5 0.0 1.5 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 3.5 6.0 6.0 3.5 6.0 6.0 3.5 6.0 LeadlLag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Act Effct Green (s) 33.8 23.4 23.4 44.8 33.3 33.3 49.2 34.2 34.2 43.7 31.3 Actuated g1C Ratio 0.33 0.23 0.23 0.44 0.33 0.33 0.48 0.33 0.33 0.43 0.31 v/c Ratio 0.19 0.46 0.33 0.64 0.70 0.32 0.54 0.56 0.39 0.32 0.59 Control Delay 21.4 39.9 7.8 28.2 40.2 5.8 20.7 32.4 4.9 17.3 34.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.4 39.9 7.8 28.2 40.2 5.8 20.7 32.4 4.9 17.3 34.7 LOS C D A C D A C C A B C Approach Delay 25.1 28.7 20.7 29.9 Approach LOS C C C C Queue Length 50th (ft) 22 118 0 150 267 0 96 208 0 47 193 Queue Length 951h (ft) 55 211 55 268 455 58 156 328 57 86 296 18.090 - BP Expansion - McHenry Synchro 9 Report Existing PM Peak Hour Lanes, Volumes, Timings 1: Crystal Lake Road & Bull Valley Road 05/16/2018 Internal Link Dist (ft) 152 590 255 760 Turn Bay Length (it) 80 275 200 415 240 240 345 Base Capacity(vph) 463 703 686 536 717 714 468 905 867 477 842 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced vlc Ratio 0.13 0.29 0.23 0.62 0.62 0.30 0.52 0.41 0.32 0.27 0.40 Area Type: Other Cycle Length:130 Actuated Cycle Length:102.3 Natural Cycle: 60 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 25.8 Intersection LOS: C Intersection Capacity Utilization 78.5% ICU Level of Service D Analysis Period (min)15 jSI and Phases: 1: C stal Lake Road & Bull Valle Road 01 t02 fe03 -�04 05 • ' 06 07 08 18.090 - BP Expansion - McHenry Synchro 9 Report Existing PM Peak Hour Lanes, Volumes, Timings 1: Crystal Lake Road & Bull Valley Road 05/16/2018 Lane Configurations Traffic Volume (vph) 48 498 239 243 157 83 85 189 418 242 380 24 Future Volume (vph) 48 498 239 243 157 83 85 189 418 242 380 24 Ideal Flow (vphpl) 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 1900 1900 Storage Length (ft) 80 275 200 415 240 240 345 0 Storage Lanes 1 1 1 1 0 1 1 0 Taper Length (ft) 140 175 25 135 Lane UGI. Factor 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.991 At Protected 0.950 0.950 0.950 0.950 Satd. Flow (pro[) 1752 1980 1615 1787 1961 1495 1805 1980 1568 1770 1843 0 Fit Permitted 0.654 0.140 0.324 0.463 Said. Flow (perm) 1206 1980 1615 263 1961 1495 616 1980 1568 862 1843 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 246 99 411 3 Link Speed (mph) 45 50 50 35 Link Distance (ft) 232 670 335 840 Travel Time (s) 3.5 9.1 4.6 16.4 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 3% 1% 0% 1% 2% 8% 0% 1% 3% 2% 2% 5% Shared Lane Traffic (%) Lane Group Flow (vph) 49 513 246 251 162 86 88 195 431 249 417 0 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 3.0 15.0 15.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 6.5 21.0 21.0 6.5 21.0 21.0 6.5 21.0 21.0 6.5 21.0 Total Split (s) 20.0 40.0 40.0 20.0 40.0 40.0 20.0 30.0 30.0 20.0 30.0 Total Split (%) 18.2% 36.4% 36.4% 18.2% 36.4% 36.4% 18.2% 27.3% 27.3% 18.2% 27.3% Yellow Time (s) 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 All -Red Time (s) 0.0 1.5 1.5 0.0 1.5 1.5 0.0 1.5 1.5 0.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 3.5 6.0 6.0 3.5 6.0 6.0 3.5 6.0 LeadlLag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Act Effct Green (s) 40.6 31.0 31.0 50.5 39.8 39.8 32.8 21.6 21.6 41.8 29.6 Actuated g/C Ratio 0.41 0.31 0.31 0.51 0.40 0.40 0.33 0.22 0.22 0.42 0.30 We Ratio 0.09 0.83 0.37 0.74 0.21 0.13 0.29 0.45 0.65 0.51 0.76 Control Delay 14.4 46.3 5.3 32.1 22.5 4.1 22.0 39.5 9.9 24.4 44.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 14.4 46.3 5.3 32.1 22.5 4.1 22.0 39.5 9.9 24.4 44.4 LOS B D A C C A C D A C D Approach Delay 31.9 24.2 19.4 36.9 Approach LOS C C B D Queue Length 50th (ft) 16 322 0 95 73 0 36 116 11 111 260 Queue Length 95th (ft) 36 #511 57 183 126 26 69 191 105 179 #448 18.090 - BP Expansion - McHenry Synchro 9 Report Projected AM Peak Hour Lanes, Volumes, Timings 1: Crystal Lake Road & Bull Valley Road 05/16/2018 --► '- t �• Internal Link Dist (ft) 152 590 255 760 Turn Bay Length (ft) 80 275 200 415 240 240 345 Base Capacity (vph) 686 692 724 391 784 657 449 488 696 516 550 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced vlc Ratio 0.07 0,74 0.34 0.64 0.21 0.13 0.20 0.40 0.62 0.48 0.76 Area Type: Other Cycle Length:110 Actuated Cycle Length: 99.5 Natural Cycle: 75 Control Type: Actuated -Uncoordinated Maximum vlc Ratio: 0.83 Intersection Signal Delay: 28.4 Intersection LOS: C Intersection Capacity Utilization 81.2% ICU Level of Service D Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. SDIUS and Phaeec• 1 • Cnrcral i n4o Dn—i P. mm v. ii— n., 4 �01 102 - - - - - - 03 �04 4\ 05 �' 06 f 07 08 18.090 - BP Expansion - McHenry Synchro 9 Report Projected AM Peak Hour Lanes, Volumes, Timings 1: Crystal Lake Road & Bull Valley Road 05/16/2018 Lane Configurations 1 T rr I t F Traffic Volume (vph) 71 233 182 382 509 244 276 433 317 146 350 46 Future Volume (vph) 71 233 182 382 509 244 276 433 317 146 350 46 Ideal Flow (vphpp 1900 2000 1900 1900 2000 1900 1900 2000 1900 1900 1900 1900 Storage Length (ft) 80 275 200 415 240 240 345 0 Storage Lanes 1 1 1 1 0 1 1 0 Taper Length (ft) 140 175 25 135 Lane 1.161. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fa Flt Protected 0.950 0.850 0.950 0.850 0.950 0.850 0.983 Satd. Flow (prot) 1805 1923 1599 1787 1961 1583 1787 1980 1568 0.950 1770 1835 0 Fit Permitted 0.213 0.406 0.282 0.304 Satd. Flow (perm) 405 1923 1599 764 1961 1583 530 1980 1568 566 1835 0 Right Turn on Red Yes Yes Yes Yes Said. Flow (RTOR) 184 246 320 6 Link Speed (mph) 45 50 50 35 Link Distance (ft) 232 670 335 840 Travel Time (s) 3.5 91 4.6 16.4 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles(%) 0% 4% 1% 1% 2% 2% 1% 1% 3% 2% 2% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 72 235 184 386 514 246 279 437 320 147 400 0 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 2 2 6 Detector Phase 7 4 4 3 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 3.0 15.0 15.0 3.0 15.0 15.0 3.0 15.0 Minimum Split (s) 6.5 21.0 21.0 6.5 21.0 21.0 6.5 21.0 21.0 6.5 21.0 Total Split (s) 20.0 42.0 42.0 20.0 42.0 42.0 17.0 51.0 51.0 17.0 51.0 Total Split (%) 15.4% 32.3% 32.3% 15.4% 32.3% 32.3% 13.1% 39.2% 39.2% 13.1% 39.2% Yellow Time (s) 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 All -Red Time (s) 0.0 1.5 1.5 0.0 1.5 1.5 0.0 1.5 1.5 0.0 1.5 Lost Time Adjust (sj 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 3.5 6.0 6.0 3.5 6.0 6.0 3.5 6.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None None None Act Effct Green (s) 36.7 25.7 25.7 48.0 36.0 36.0 54.3 38.8 38.8 49.2 36.2 Actuated g/C Ratio 0.33 0.23 0.23 0.43 0.33 0.33 0.49 0.35 0.35 0.44 0.33 v/c Ratio 0.30 0.53 0.36 0.80 0.81 0.36 0.68 0.63 0.42 0.40 0.66 Control Delay 24.4 43.2 7.5 39.4 48.2 5.7 26.9 35.4 4.8 19.2 37.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.4 43.2 7.5 39.4 48.2 5.7 26.9 35.4 4.8 19.2 37.8 LOS C D A D D A C D A B D Approach Delay 27.1 36.1 23.6 32.8 Approach LOS C D C C Queue Length 50th (ft) 32 157 0 212 370 0 119 266 0 58 248 Queue Length 95th (ft) 65 246 58 #364 #600 61 185 402 61 100 367 18.090 - BP Expansion - McHenry Projected PM Peak Hour Synchro 9 Report Lanes, Volumes, Timings 1: Crystal Lake Road & Bull Valley Road 05/1612018 Internal Link Dist (ft) 152 590 255 760 Turn Bay Length (ft) 80 Base Capacity (vph) 379 642 275 656 200 488 657 415 694 240 417 827 240 841 345 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 420 0 770 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.19 0.37 0.28 0.79 0.78 0.35 0.67 0.53 0.38 0.35 0.52 Area Type: Other Cycle Length:130 Actuated Cycle Length:110.6 Natural Cycle: 70 Control Type: Actuated -Uncoordinated Maximum vlc Ratio: 0.81 Intersection Signal Delay: 30.1 Intersection LOS: C Intersection Capacity Utilization 86.8% ICU Level of Service E " Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. JNItso01 and Phases: 1: C stal Lake Road & Bull Valle Road 5 06 -#07 08 18.090 - BP Expansion - McHenry Synchro 9 Report Projected PM Peak Hour HCM 2010 TWSC 2: Crystal Lake Road & BP Access Drive 05116/2018 Ewa irn Delay, srven 7 Lane Configurations 1y► �,� ,� Traffic Vol, veh/h 18 35 16 574 707 31 Future Vol, vehlh 18 35 16 574 707 31 Conflicting Peds, Whir 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - 'None - None None Storage Length 0 290 65 Veh in Median Storage, 9 0 - 0 0 - Grade, % 0 - 0 0 Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 6 3 0 2 1 6 Mvmt Flow 20 39 18 645 794 35 Conflicting Flow All 1152 794 794 0 0 Stage 1 794 - Stage 2 358 - Critical Hdwy 6.69 6.245 4.1 Critical Hdwy Stg 1 5.49 - Critical Hdwy Stg 2 5,89 - - Follow-up Hdwy 3.557 3.3285 2.2 Pot Cap-1 Maneuver 199 385 836 Stage 1 435 Stage 2 669 Platoon blocked, % Mov Cap-1 Maneuver 192 385 836 Mov Cap-2 Maneuver 192 Stage 1 435 Stage 2 646 HCM Control Delay, s 20.8 0.4 0 HCM LOS C Capacity (vehlh) 836 287 HCM Lane VIC Ratio 0.022 0.207 HCM Control Delay (s) 9.4 0.2 20.8 HCM Lane LOS A A C HCM 95th %tile Q(veh) 0.1 - 0.8 18.090 - BP Expansion - McHenry Synchro 9 Report Existing AM Peak Hour HCM 2010 TWSC 3: BP Access Drive & Bull Valley Road 05/16/2018 Int Delay, s/veh 0.5 Lane Configurations '+ 41 Y Traffic Vol, vehfi 654 40 4 227 8 24 Future Vol, veh/h 654 40 4 227 8 24 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None hone • . None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 1 0 0 1 0 4 Mvmt Flow 703 43 4 244 9 26 Conflicting Flow All 0 0 746 0 978 725 Stage 1 - 725 - Stage 2 253 - Critical Hdwy 4.1 6.4 6.24 Critical Hdwy Stg 1 - 5.4 - Critical Hdwy Stg 2 - 5.4 Follow-up Hdwy 2.2 3.5 3.336 Pot Cap-1 Maneuver 871 280 422 Stage 1 - 483 Stage 2 - 794 - Platoon blocked, % Mov Cap-1 Maneuver 871 279 422 Mov Cap-2 Maneuver - 388 Stage 1 483 Stage 2 - 790 HCM Control Delay, s 0 0.2 14.5 HCM LOS B Capacity (ven) 413 871 HCM Lane V/C Ratio 0.083 0.005 HCM Control Delay (s) 14.5 9.2 0 HCM Lane LOS B A A HCM 95th %file Q(veh) 0.3 0 18.090 - BP Expansion - McHenry Existing AM Peak Hour Synchro 9 Report HCM 2010 TWSC 2: Crystal Lake Road & BP Access Drive 05/16/2018 .. _, ..:._ ::.•-,::. , �.:_.�,; ,=a.:��_ -- _..�.`t` .�. ,--',, � _�,: ram, . b' Lane Configurations 4t t if Traffic Vol, veh/h 13 51 39 870 729 52 Future Vol, veh/h 13 51 39 870 729 52 Conflicting Peds,11hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized . None . None None Storage Length 0 290 65 Veh in Median Storage, # 0 - 0 0 Grade, % 0 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 8 2 3 2 1 2 Mvmt Flow 14 54 41 916 767 55 Conflicting Flow All 1307 767 767 0 0 Stage 1 767 Stage 2 540 Critical Hdwy 6.72 6.23 4.145 Critical Hdwy Stg 1 5.52 - - Critical Hdwy Stg 2 5.92 - Follow-up Hdwy 3.576 3,3192,2285 Pot Cap-1 Maneuver 157 401 839 Stage 1 444 Stage 2 535 - Platoon blocked, % Mov Cap-1 Maneuver 141 401 839 Mov Cap-2 Maneuver 141 - Stage 1 444 Stage 2 482 HCM Control Delay, s 21 0.8 0 HCM LOS C Capacity (veh/h) 839 292 HCM Lane VIC Ratio 0.049 0.231 HCM Control Delay (s) 9.5 0.4 21 HCM Lane LOS A A C HCM 95th %tile Q(veh) 0.2 - 0.9 18.090 - BP Expansion - McHenry Synchro 9 Report Existing PM Peak Hour HCM 2010 TWSC 3: BP Access Drive & Bull Valley Road 05/16/2018 Lane Configurations '+ 4 Y Traffic Vol, vehlh 382 25 12 709 37 32 Future Vol, vehlh 382 25 12 709 37 32 Conflicting Peds, Mr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None • None Storage Length - 0 Veh in Median Storage, A 0 0 0 Grade, % 0 0 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 12 0 2 0 3 Mvmt Flow 402 26 13 746 39 34 Conflicting Flow All 0 0 428 0 1187 415 r Stage 1 - - - 415 Stage 2 772 Critical Hdwy 4.1 6.4 6.23 Critical Hdwy Stg 1 5.4 Critical Hdwy Stg 2 5.4 Follow-up Hdwy 2.2 3.5 3.327 Pot Cap-1 Maneuver 1142 210 635 Stage 1 671 Stage 2 - 459 Platoon blocked, % Mov Cap-1 Maneuver 1142 206 635 Mov Cap-2 Maneuver - 334 - Stage 1 - 671 Stage 2 450 HCM Control Delay, s 0 0.1 15.1 HCM LOS C Capacity (vehlh) 428 1142 HCM Lane VIC Ratio 0.17 0.011 HCM Control Delay (s) 15.1 8.2 0 HCM Lane LOS C A A HCM 95th %tile Q(veh) 0.6 0 18.090 - BP Expansion • McHenry Synchro 9 Report Existing PM Peak Hour HCM 2010 TWSC 2: Crystal Lake Road & BP Access Drive nr,/1R19n1a Int Delay, s/veh 2 Lane Configurations Traffic Vol, veh/h 30 53 30 662 812 50 Future Vol, veh/h 30 53 30 662 812 50 Conflicting Peds, 1/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelizeo - None - None None Storage Length 0 290 65 Veh in Median Storage, I 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 6 3 0 2 1 6 Mvmt Flow 34 60 34 744 912 56 Conflicting Flow All 1351 912 912 Stage 1 912 Stage 2 439 Critical Hdwy 6.69 6.245 4.1 Critical Hdwy Stg 1 5.49 - _ Critical Hdwy Stg 2 5.89 - . Follow-up Hdwy 3.557 3.3285 2.2 Pot Cap-1 Maneuver 149 329 755 Stage 1 382 _ - Stage 2 608 - _ Platoon blocked, % Mov Cap-1 Maneuver 138 329 755 Mov Cap•2 Maneuver 138 - - Stage 1 382 Stage 2 561 HCM Control Delay, s 33.1 0.8 HCM LOS D 0 0 Capacity (veh/h) 755 219 HCM Lane V/C Ratio 0.045 0.426 HCM Control Delay (s) 10 0.4 33.1 HCM Lane LOS A A D HCM 95th %tile Q(veh) 0.1 - 2 0 18.090 - BP Expansion - McHenry Projected AM Peak Hour Synchro 9 Report HCM 2010 TWSC 3: BP Access Drive & Bull Valley Road 05/16/2018 Int Delay, s/veh 0.9 Lane Configurations 1� mg Traffic Vol, veh/h 746 55 8 258 17 39 Future Vol, veM 746 55 8 258 17 39 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control RT Channelized Free Free None Free "' Free Stop Stop Storage Length None - None Veh in Median Storage, # 0 0 0 0 Grade, % 0 0 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 1 0 0 1 0 4 Mvmt Flow 802 59 9 277 18 42 Conflicting Flow All 0 0 861 0 1127 832 Stage 1 - 832 Stage 2 - 295 Critical Hdwy Critical Hdwy Stg 1 4.1 6.4 6.24 Critical Hdwy Stg 2 - 5.4 5.4 - Follow-up Hdwy Pot Cap-1 Maneuver 2.2 3.5 3.336 Stage 1 789 228 366 Stage 2 431 760 - - Platoon blocked, % Mov Cap-1 Maneuver 789 225 366 Mov Cap-2 Maneuver - 340 - Stage 1 431 Stage 2 750 HCM Control Delay, s 0 0.3 17.1 HCM LOS C Capacity (veh/h) 358 789 HCM Lane V/C Ratio 0.168 0.011 HCM Control Delay (s) 17.1 9.6 0 HCM Lane LOS C A A HCM 95th %tile Q(veh) 0.6 0 18-090 - BP Expansion - McHenry Projected AM Peak Hour Synchro 9 Report HCM 2010 TWSC 2: Crystal Lake Road & BP Access Drive nC11 Clnn. n cv,V Im li '; �- , . "'tee rti �s.s. Int Delay, s/veh 3 Lane Configurations 4.t P Traffic Vol, veh/h Future Vol, veh/h 30 70 60 996 841 73 Conflicting Peds, #lhr 30 0 70 0 60 0 996 841 73 Sign Control RT Channelized Stop Stop Free 0 Free 0 Free p Free Storage Length - 0 None . 290 None 'None Veh in Median Storage, # 0 0 0 65 Grade, % p Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 8 2 3 2 1 2 Mvmt Flow 32 74 63 1048 885 77 Conflicting Flow All 1536 885 885 0 Stage 1 885 Stage 2 651 _ Critical Hdwy 6.72 6.23 4.145 Critical Hdwy Stg 1 5.52 - Critical Hdwy Stg 2 5.92 - Follow-up Hdwy 3.576 3.319 2.2285 Pot Cap-1 Maneuver 112 343 757 Stage 1 390 - _ Stage 2 469 _ Platoon blocked, % Mov Cap-1 Maneuver 90 343 757 Mov Cap•2 Maneuver 90 - Stage 1 390 Stage 2 376 HCM Control Delay, s 47 1.4 HCM LOS E Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 757 186 0.083 0.566 10.2 0.9 47 B A E 0.3 - 3 18.090 - BP Expansion - McHenry Projected PM Peak Hour Synchro 9 Report HCM 2010 TWSC 3• BP Access Drive & Bull Va Road 05/16/2018 Int Delay, s/veh 1.6 Lane Configurations W" l� Y Traffic Vol, veh/h Future Vol, veh/h 439 38 26 805 56 47 Conflicting Peds, I/hr 439 0 38 26 0 0 805 56 47 Sign Control RT Channelized Free Free Free 0 0 0 Free Stop Slop Storage Length None None -None Veh in Median Storage, # 0 0 Grade, % 0 0 0 0 Peak Hour Factor Heavy Vehicles, % 95 95 95 0 95 95 95 Mvmt Flow 2 462 12 0 40 27 2 0 3 847 59 49 a_ a conflicting Flow All 0 a 0 502 0 1384 482 Stage 1 Stage 2 - 482 Critical Hdwy 4.1 902 Critical Hdwy Stg 1 .4 6.23 Critical Hdwy Stg 2 5 .4 . Follow-up Hdvry Pot Cap-1 Maneuver - 2 3. 5 3. Stage 1 _ 1073 - 160 82 582 Stage 2 625 Platoon blocked, % 399 Mov Cap-1 Maneuver Mov Cap-2 Maneuver 1073 152 582 Stage 1 279 Stage 2 625 - - 380 380 HCM Control Delay, s 0 0.3 HCM LOS 18.9 C Capacity (veh/hj 366 HCM Lane V/C Ratio Ogg 1073 HCM Control Delay (s) 9 0.026 . HCM Lane LOS 8.4 0 HCM 951h %tile Q(veh) 1.2 A A 0.1 18.090 - BP Expansion - McHenry Projected PM Peak Hour Synchro 9 Report TRIO GEI BULLVALLEY MCHENRY NEW C-STORE 5301 BULLVALLEY RD. MCHENRY, IL 60050 PROJECT DIRECTORY G�fxfa �/.,asu=E.wra/fc. 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GENERAL BUILDING INFORMATION 0./aaTrOar.ardm OOrIE VaMA4Faa/Fxra) m,E.me,F,„,u ruz EGGS rw,x.ufxv+urtn ,pa YEEw/.G,EOGE (mMwEanurrrq MEM. F�rAG„G�fryn,ry aG.fxrf, Nlf � NMIpNNEMEI1GYCp1fEAV.1;q,CODEfMM mr'n mlaxarbiLLfNOffA,Y VAwrFNAHCECGGE CGMEM IpttGOaD/WKf „xGf,aGaTa aGE,�r�,rbrE GECIMMCY. cana,aucrr�n rrre ro xunEaarnaaef: euraavouawunaofr. -�Gw.�r"TM GG/r frnwrf„GEG.a, Gfh'FMLGVEM.M MprFGwr. r- I I I:• k I I I ( I 4 1 I I I I � O I I I I OD N. NEW 6,21J SO FT CSTORE riATNM! 4 eauiuvfinl �--- on I ❑ o ❑ ❑ 1 O j O --------- — !r CRYSTAL LAKE ROAD r3? ZONING INFORMATION T— art �.aiaa > mwm,. .wn. mrt. •r< •cn�Aoa u r.i i n «•� , 1 M siaua¢ ,mr 'n'Ausacrr�,• /1 CONCEPTUAL SITE PLAN ®ti xxems 3'-0• , _ _ . _, �,� _ y f z • ;\ �;• \� 1 9SF CANOPY SIGN NEW52138O MORE \q \ 7 T R' OT.� -T-T- I t4 M :\\�'�, i s o 0 o f 1TRIO,. u 9 \ 30 SF WALL SIGN I I 1 Z,_7. ,Y 1 fJ TRIOTM --...... ._,e _ 78 SF WALL SIGN xxerm•ro ? CRYSTAL LAKE ROAD /1 CONCEPTUAL SITE PLAN ®y EcvE:,w SIGN INFORMATION maw Rar"�"i,1 �a MIME „aWUE: as rrr riuwwr�wn swan � L s ¢I urzana, ENAWN,R +ononw I 0 1 0 0 v 0 tl 0 u I ------------- CRYSTAL LAKE ROAD LANDSCAPE PLAN r-1,~ of a a `v",3'o'.,,,.-.. �a i •>n: �ry-�'+%.`Z.:.`i...l _ ^ __ N��Kr+w�+a• � y i' ...,...n• � i �tn Nda H.�,w IH.su no li �i• NH+�i '..b.'�I�t".. o.,�... R•vv'.'• W" ,a 41 w v 0 EAST ELEVATION � arxc:,e.ra' SOUTH ELEVATION 2 aca�w--rc O KEYNOTES LJ merve-mmmeeanreaanr n ,eooirarie mart aw,e«, © veaan,axvu,rmwn,oae«ur o rwnmonroeeao°avw. o Ka�e.,aw au,Eae,,. U ovrooanaun�o.ecrroeEoemw.aarvanrrtn 0 aai: eveuuauvmvro. vwro«unrooeawn � �rKvw..urrwwo«vn vwrmwroee «urtrm� O ouo�io ecmfepHov iiYwerw°iw wumui«w. O:�wimon"iorwn�«w,o uwuceunww. p uwuuusvuraunsaw000a vwwrro.wrwaa O waiµia`i°,uu niw�vurt�m,oee�1oow p �noar�,.vrto„«aaxnuunerorrw u e«m,eunnmvux «,rv,u �awuao.w,.ro. movm.uraw.o«uaoe Owm�i un�� rw�.oaonenwrou p waoovmo«wvuncouw,ow.r L7 our000n su,,wo.eer,oee oc„muanrvonn L7 «wrovxwr<«rrxaun �I I «caau, WEST ELEVATION 10 KEYNOTES p, nra ersrcu vuvr<awroaesurewur O iEwTEs�rwasr �eaEn�mgrerEu cxom eporM © olsenrew INrr<agroeEw,,r urrcawroec-amour. © �gioeeu�n `nurnxui mTc.oEnEouwar p wuooroscxs p. Naonuu <u-aa,ECMr o art000xaMnm eETToeE wrEnweueronehn � �rN EMNue.vuucwna.INxrraw roeE sun © <UMr�IEWEueexUY camq.INNrtawToee. © taq,oHgMJLrfepo NUMmN�m ®Nppil Glee © HMvaA9 µvMIF/Cryq<pry NpNi<YNIENWe caw TO seww oMroe .oUriHN eMOENAiD:A0000.-TOW0 EUe aq I.WE1aN�Y�WrPoex0.�1u �NPWC WrE COw []'rwv erox-MOVM)[Oe weTNIEOBvomEee N:xHM rwxrEo Ice q rerN r ov.,. sEo �w.xo. �° caw mwrwrwo w.xas. �wm uworsEnuwruu,Mvr,mwarnNuau awve p wmolEma.�I.,,noo.MOMr p wromsur.o sE, roeE OErrnrvcoer aw.n. p wN«x rroxawNN. nwa wEcwas i SOUTH ELEVATION v a�E �LRTH ELEVATION U EAST ELEVATION E ff WEST ELEVATION } s a m • w 0 F z �i w U U a U gpi j J z Q Z m m w H � WV/F (9 Z m a O ISSUE �Eacua 0 A== S 72 ^ 51 b7 112.23'a >,r w>\ � � • � . � S 83 6 YB�E � LOT 2 AMOCO�ipREESUBDIWSI10N /• r 44 ice r O qi' OQg^ . � `' i' • � u r \ � 2 31^w ® ' AMIOCO M 1 ESUB53' J Z r 'A > N 13 05-40^ E Oi •4�•» � %' � o � r i i r�/.G// / era• ty�y o q / / j ARC.188.78' U L .LRA0.142 0'24 uJ 1 97 40 2$^ E w f1 CD. 188.78' LOT 2 , / co AMOC,�O M-1 RESUBOINS/0N n / REGULAR PARKING SPAGE5 = 21 / AGGESSIBLE PARKING SPAGE5 = 2 TOTAL PARKING 5PAGE5 = 211 BOUNDARY & TOPOGRAPHIC -SURVEY Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us REGULAR AGENDA SUPPLEMENT DATE: July 23, 2018 TO: Mayor and City Council FROM: Ross Polerecky, Community Development Director RE: Sign Variance for 5301 Bull Valley Road, BP Redevelopment ATT: Sign application, Sign Package Proposal, Letter from Applicant AGENDA ITEM SUMMARY: The Community Development Department received a sign variance request for the BP Fueling Station redevelopment at 5301 Bull Valley Road. BP is proposing an additional two wall signs, an additional 7' 6" of freestanding sign height, and a variance to allow a three sided free standing sign. A letter explaining the request in detail is attached. BACKGROUND: A redevelopment agreement was recently approved with Graham Enterprises to redevelop three properties within the city of Mchenry. The first phase of the redevelopment concentrates on the 5301 Bull Valley Road location. Staff has been working with Graham Enterprises, their architects and engineers, to finalize plans for the redevelopment. ANALYSIS: 5301 Bull Valley Road is located in a C-1 Zoning district, is currently a BP fueling station, and will be rebranded under the BP/Trio fueling brand. Wall Sign Variance Request. A C-1 district allows for a total of two wall signs not to exceed 1.5x the building frontage. As such, the proposed new building frontage would permit for 86 sq/ft of wall sign area. BP is requesting an additional two walls signs, one for each elevation, and an additional 65 sq/ft of total sign area not to exceed 151 sq/ft. Freestanding Sign Variance Request. A freestanding sign located on the corner of Bull Valley and Crystal Lake Road is being proposed for the redeveloped site. This proposal and variance request Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us is for an additional 7'5" of height for a maximum height of 22'5" (15' allowed), and a variance to allow a three sided freestanding sign. The current definition of a freestanding sign only allows for a two-sided sign as follows: A sign supported by one or more poles, uprights, pylons, or braces on the ground and not attached to a building. A freestanding sign shall have not more than two sign facings, each of which shall be identical or nearly identical. The angle for any "V" shaped freestanding signs shall not exceed 60 degrees. A detailed letter from the applicant is attached requesting the three variances. Sign variance must abide by the following four items: 1) Will not be materially detrimental to the public welfare or injurious to other property in the vicinity; 2) Will not impair an adequate supply of light and air to adjacent property, increase the danger of fire, endanger public safety, or substantially impair property values in the neighborhood; 3) Shall not give the property owner or business an unfair advantage over a similar business; and 4) Will not cause a hazard to the public's safety by being distracting because of size, location, or being located within rights -of -way. RECOMMENDATION: Therefore, if the City Council concurs with the variance requests, a motion should be made to grant the following variances to 5301 Bull Valley Road, so long as it remains a fueling station: • To allow for two additional wall signs, not to exceed four wall signs, with a combined total of 151 sq/ft; • To allow the freestanding sign to exceed the sign ordinance height by 7'5" for a total freestanding sign height of 22'5"; and • To allow a three sided free standing sign. City ofMcnenry Community and Economic Development Non-residential Minor Permit Application PROPERTY ADDRESS: 5301 Bull Vally Rd PERMIT NO. I �, 0 7 2*�j Community & Economic Development 333. S. Green Street, McHenry, IL 60050 E-mail: CED @ci.mchemy.il.us (815)363-2170 OFFICE USE ONLY ESTIMATED COST OF CONSTRUCTION: N/A Zoning Dist: Existing Use: ® Commercial ❑ Indust/Office [IId/C Township/Pin:1'-Qq ' 1-01 - 003 Fl od Af Punity and Economic ❑ Air Conditioning ❑ Fire Suppression ❑ Accessory Bldg ❑ Lawn Irrigation ❑ Driveway/Lot Pay. ❑ Masonry ❑ Demolition ❑ Retaining Wall tover4 ❑ Electric ❑ Remodel/Alteration ❑ Fence ❑ Seal Coating/Stripe ❑ Furnace ❑ Sidewalk/Stairs ❑ Fire Alarm ❑ Siding ❑ Other: - Signs _._r...-..- Signs ® Freestanding J U L 1 0 �,, 1 n ® Wall ❑ Temporary City of McHenry Date to Over the Counter PERMIT FEES Plan Review: Me at ❑ Re -roof A licat1w Building: ❑ Water Heater Plumbing: ❑ Water/Sewer Repair in Van once Feu,, $ l 75°—° Pottd 1�tO jl8 Misc.Deposit: Owner: Graham Enterprise Inc Phone: 847 837-0777 Address: 750 Bunker Ct . Unit #: 100 City: Vernon Hills State: IL Zip: 60061 E-mail: bwente@grahamei . com Contractor: General Contractor has not been chosen vet. Phone: ( E-mail: Electrical Contractor: Contractor has not been chosen yet. Phone: (_� Submit a copy of an electrical license with this application. Plumbing Contractor: N/A Phone: �) Submit the following: Letter of intent on plumbing contractors letterhead (with corporate seal, or notary seal) stating that they are doing this job; copy of State plumbing license; copy of certificate of State registration. Roofing Contractor: N/A Phone: ( Note: Submit a copy of a State of Illinois rooting contractor license with this application. All information provided herein is true and correct and all ordinances and codes of the City of McHenry shall be complied with. I hereby represent and agree that, in considera- tion of this permit being issued, only the work herein applied for will be done and that the premises being worked on will only be used for the purposes set forth herein. I under- stand and hereby acknowledge it's the property owner's responsibility to ascertain if there are any existing private covenants, conditions and/or deed restrictions, which may further regulate and/or prohibit mvork for which this building permit from the City has been obtained. I further acknowledge it's the property owner's responsibility to obtain required written or other permission or follow any other private approval process from any such home, property owner's or other association, if applicable, prior to commencing work on my property even if a building permit is issued by the City. I hereby indemnify the City, its officials and employees from any and all liability for damages, lawsuits, `attttprri fwwand ries, includi dea sustained by yone or damage to any p ope��ttyy, including surveying errors and encroachment liability which accrue against the City, SIGNED: fai � �s � or fwyliyat •� Na..:�,�, DATE: FOR OFFICE USE Name: Date: Date: ❑ (Rev. 4/15) 01 of Vdlenp Community and Economic Development City of McHenry 333 S. Green St Mchenry, IL 60050 Pb: (815) 363-2170 Fax: (815) 363-2173 (Type Record Permit P18-07-046 I RECEIPT NUMBER 00007795 {Paid By GRAHAM ENT INC 138 PO BOX 777 MUNDELEIN, IL 600600777 07/10/2018 Category Description Standard Item Sign Variance Total Cash Check Credit Transferred Tendered Change To Overpayment Amount $ 175.00 $ 175.00 $ 175.00 $ 175.00 $ 0.00 $ 0.00 «TGroup Engineering • Design • Consulting July 13, 2018 Attn: Ross Polerecky — Director of Community Development 333 S. Green Street McHenry, IL 60050 Dear Mr. Polerecky, The proposed TRIO site is located at 5301 Bull Valley Rd in the City of McHenry, IL. The proposed development will be a raze and rebuild of an existing 1.24-acre gas station site. Currently the site has 4 dispensers with a 1028 SF under -canopy convenience store and an 806 SF car wash. The proposed plan includes a 5213 SF convenience store along with 6 fuel dispensers along with new on site paving and landscaping and no car wash. Currently access to the site is provided by a full access entry off of Bull Valley Rd. and a full access entry drive off of Crystal Lake Rd. which is shared with the neighboring office condo development. For the redevelopment, these access drives will remain. The site is zoned as C-1 (Convenience Commercial) with a Conditional use for fuel sales, which is also the intended use after redevelopment. Listed below are the requested actions of relief from the sign regulations; i. Variance to allow 2 additional wall signs for a total of 4 wall signs, totaling 151 SF, instead of the maximum 86 square feet of allowed wall signage. ii. Variance to allow a three -sided free standing ID sign to be at a height of 22'-5". iii. Please note, the square footage of all of the signage is 268 square feet versus the maximum 721 square feet. Per the municipal code Chapter 7.50.3.13 Relief, we are addressing the four requirements as follows; A. Will not be materially detrimental to the public welfare or injurious to other property in the vicinity; i. The requested variance for the 2 additional wall signs, though more wall signage than allowed, keeps the total site signage down at 268 SF which is still well under the site allowed area of 721 SF. It will be in harmony with the scale of the building. It will also help identify the building for drivers along Bull Valley Rd and Crystal Lake Rd, as all four sides of the building are readily visible. ii. The variance for a 22'-5" high ID sign will enhance the public welfare due to the ability of the costumer to see the sign at a safe distance for them to maneuver into the proper lane to enter the site. The three sided sign is necessary for proper viewing due to the acute angle of the street intersection. B. Will not impair an adequate supply of light and air to adjacent property, increase the danger of fire, endanger public safety, or substantially impair property values in the neighborhood; 2675 Pratum Avenue 224.293.6333 Engineering with Precision, Pace & Passion. Hoffman Estates, IL 60192 wtengineering.com i. The requested variance for the 2 additional wall signs will be in harmony with the scale of the building. The signs are aesthetically pleasing and enhance the design of the TRIO convenience store and add to the character of the area. I The requested variance of the 22'-5" tall ID Sign will help enhance the public safety due to the ability of the costumer to see the sign at a safe distance to allow them to maneuver safely onto the site. The proposed sign is internally illuminated and does not shine excess light onto the property. The proposed sign is also aesthetically pleasing and blends with the architectural design of the convenience store. C. Shall not give the property owner or business an unfair advantage over a similar business; i. The variances are being requested due to the nature of the location, providing the right amount of signage to allow the costumer to see the signs at a safe distance for them to maneuver safely into the site. D. Will not cause a hazard to the public's safety by being distracting because of size, location, or being located within rights -of -way. i. The requested variances will help enhance the public safety due to the ability of the costumer to see the signs at a safe distance to allow them to maneuver safely onto the site. Sincerely, *W-4400-- Matthew Ackerman VVT Group I Design & Program Management I Project Architect I FT C.STORQ \ (� 8 1 p .. \ IA VA CRYSTAL LAKE ROAD 3'-a' q i-14 t 93F CANOPY SIGN to r o -TRIO 41 SF WALL SIGN 0 IITTE.SIGNAGE PLAN 0 ^-EAST CANOPY ELEVATION 4 TRIO,. 3 23 SF WALL SIGN tra• !'-�- TRIO T. 84 SF WALL SIGN ® SIGN INFORMATION d� .. ,..,. ram.. �. Acorn. ne®l. uu �. SOUTH CANOPY ELEVATION A'.A• EAST ELEVATION 4 _a Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.mchenry.il.us REGULAR AGENDA SUPPLEMENT DATE: July 23, 2018 TO: Mayor and City Council FROM: Ross Polerecky, Community Development Director RE: Sign Ordinance Variance Amendment for Northgate Shopping Center ATT: Current variance, Proposed Dairy Queen sign AGENDA ITEM SUMMARY: Council is being asked to consider an amendment to a sign variance that was approved in 2016 for the Northgate Shopping Center located at 2610-2640 Schaid Court in order to accommodate a corporate sign change for Dairy Queen. BACKGROUND: A variance was granted to the Northgate Shopping Center in 2016 to allow the addition of logos to the East Elevation of the building and to lift the color restriction originally placed on the signs. The original variance approved in 2003 included a color restriction, an additional wall sign for each tenant restricted to 24" capital letters and 18" lower case letters, and no logos. In 2016 staff requested that logos be allowed on the rear of the building but limited them to 4 sq/ft. in size. ANALYSIS: Staff has been approached by Dairy Queen and the building owner to increase the size of the logo to accommodate changes to the corporate standards for Dairy Queen. Staff has reviewed this request and feels the size of the logo Dairy Queen is requesting is within reasonable size in relation to the approved letter size. The variance, if approved would allow all businesses along the east elevation to include a logo no greater than 27 sq/ft. RECOMMENDATION: Therefore, if the City Council concurs, a motion should be made amending the 2016 sign variance for Northgate Shopping Center allow logos on the east elevation no greater than 27 sq/ft. TO: FROM: I-OI1: RE: ATT: ��11 �OV `fU Department of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.cl.mchenry.11.us REGULAR AGENDA SUPPLEMENT Mayor and City Council to �'p Ross Polerecky, Community Development Director August 15, 2016 Regular City Council Meeting Sign Ordinance Change for Northgate Shopping Center Current variance, Minutes from 2003 variance, current pictures. Agenda Item Summary: Council is being asked to consider an amendment to a sign variance that was approved in 2003 for the Northgate Shopping Center located at 2610-2640 Schaid Ct. Background: A variance was granted to the Northgate shopping center in October 2003 to allow a second wall sign for each tenant. This variance was requested due to the unique placement of the building on the property. This building was limited in its placement because of the vast amount of wetland located on the parcel. The variance that was approved include an additional wall sign for each tenant, but restricted the wall sign to 24" capital letters and 18" lower case letters, these signs were to be placed on the east elevation of the building, this is the elevation facing Richmond Road. In addition to the limitation on the size of the letters the signs were to be block style, all one color and uniform along the rear of the building, no logos were allowed per the approved variance. A specific color was not mentioned in the variance and therefore the first tenant to occupy the building dictated the color. Sprint was the first tenant and chose to have a yellow SIP; subsequent tenants are required to have a yellow sign on the east elevation. Analysis: Staff has been approached many times by current tenants as well as potential tenants inquiring about a different color choice for their sign. Epic deli has recently occupied the former Twisted Moose space and too approached the city In regards to changing the variance. After a review of the variance and a visit to the shopping center staff is recommending a change to allow the tenants to choose their own color of sign instead of requiring the yellow, the size of the letters shall remain 24" capital letters and 18" lower case, staff Is also requesting the addition of logos to the east elevation, each logo shall be no larger than 4 sq/ft in size. By allowing a different color and a logo businesses will be more easily identified. The signs along Deparhnent of Community & Economic Development McHenry Municipal Center 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2170 Fax: (815) 363-2173 www.ci.n1chenryJ1.us the rear of the building will remain block style and uniform along the rear of the building. No current tenant In the building has a wall sign on the parking lot side of the building, most tenants use the allowable window signage to identify them from the parking lot. If the City Council concurs it is recommended that a the sign variance granted in 2003 for Northgate Shopping Center be amended to remove the "all one color" restriction and to allow a logo no greater than 4sq/ft in size. The size of the letters shall remain 24" capital letters and 18" lower case. 0X-50,,ler) (Oa 5rr"tter) jib I LJ o S f—"� l-e r- p-.4 r p C) l.. c I 1 V � C.t� My ►+. "Color S+�vj -40 O ra O C' p 10 r (' r.t v. c�'. 3� ESTIMATED COST OF CONSTRUCTION: Existing Use: 0. Commercial ❑ Indust/Office ❑ H/C ❑ Air Conditioning ❑ Fire Suppression Signs ElAccessory Bldg El Lawn Lawn Irrigation Freestanding 0 Wall ❑ Driveway/Lot Pay. ❑ Masonry ❑ Temporary ❑ Demolition ❑ Retaining Wall (over4' to ❑ Electric ❑ Remodel/Alteration ales Over the Counter ❑ Fence ❑ Furnace ❑ Fire Alarm ❑ Other: ❑ Seal Coating/Stripe ❑ Sidewalk/Stairs ❑ Siding Iry City of Plcllenry Community and;y Economic Development Non -Residential Minor Permit Application PERMIT NO. Community & Economic Development 333. S. Green Street, McHenry, IL 60050 E-mail: CED aci-mchenry.ilms PROPERTY L L� //� (815) 363--] /U ADDRESS: � � U S C_K(,t, l ( OFFICE use ONLV C- Zoning Dist: Township/Pin-%- Flolod 7y9,A9,;,,,J l �u Oevolor H ,)lit ? 4 ;%91 / Ci(y of Mctlenry ERMIT FEES Plan Review: Di27 ❑ Re -roof Application Building: ❑ Water Heatel Plumbing: ❑ Water/Sewer Repair Bond: Misc.Deposit: ff Owner: lA n 3 o awn t' 5 -� Phone: (F Y Address: (L r t vl 02f It c W" Unit #: /. City: r State: '7 L Zip: e: G616 E-mail: Contractor: Phone: E-mail: Electrical Contractor: /v' 1A- Phone: ( Submit a copy of an electrical license with this application. Plumbing Contractor: - ///, - Phone: Submit the following: Letter of intent on plumbing contractors letterhead (with corporate seal, or notary seal) stating that they are doing this job; copy of State plumbing license; copy of certificate of State registration. Roofing Contractor: Phone: (_) Note! Submit a copy of a State of Illinois rooting contractor license with this application. Notes: P1,64.le S e Re Sure to %,'44 eh.. rid......,r...I. a........ _e All information provided herein is true and correct and all ordinances and codes of the City of Mctlenry shall be complied with. I hereby represent and agree that, in considera- tion of this permit being issued, only the work herein applied for %will be done and that the premises being worked on sill only be used for the purposes set forth herein. I under- stand and hereby acknowwiedge it's the property owner's responsibility to ascertain if there are any existing private covenants, conditions and/or deed restrictions, which may further regulate and/or prohibit work for which this building permit from the City has been obtained. 1 further acknowledge it's the property owner's responsibility to obtain required written or other permission or follow any other private approval process from any such home, properly ownner's or other association, if applicable, prior to commencing work on my property even if a building permit is issued by the City. I hereby indemnify the City, its officials and employees from any and all liability for damages, lawsuits, attorneys fees and injuries, including death sustained by anyone or damage to any property, including surveying errors and encroachment liability which accrue against lime City, SIGNED:_ - _) <a r� ��� ? G DATE: FOR OFFICE USE. I )proved By _ Issued Expiration $cfinned Name: 1— Date: Date: c. ❑ (RCv..4/IS) � ^ l EXISTING Daslm-.f 7. 6,45-.S f�`/ (f'/O S 2�i' S "6 -vt f f l- PROPOSED 24'-5 5/16" _ I 8� 17-3 3/8' t�s! le;Fc-s k \C Et~,v f Sin �IskIt WALL SIGN DETAIL SCALE: 1/2' =1'-0' APPROVAL GQP.rcCl2rH'S SlaK[j: n� CUSTOMER APPROVAL DAIRY QUEEN Date: 05/25/17 PIKE atlrdr DWRIBUTED BY SIGN UP COMPANY R+ tMdsa�v hm L P tic �tPMSrtxntJ�zxh��tlkd7nr�w7tamt]e persona 70021stStreetSouthwest PO Box 210 'HENRY, IL Fie Name: Eng: 157356 - R2 - 2640 SCHAID COURT - MCHENRY, IL WNcrtowmSD57201-0210 SIGNS I LIGHTING I iMnaF .0...4..E Department of Public Works Jon M. Schmitt, Director 1415 Industrial Drive McHenry, Illinois 60050 Phone: (815) 363-2186 Fax: (815) 363-2214 www.ci.mchenry.il.us REGULAR AGENDA SUPPLEMENT DATE: July 23, 2018 TO: City Council FROM: Jon M. Schmitt, Director of Public Works RE: Pearl Street ITEP Improvements Design Engineering ATT: Budget Amendment Ordinance Professional Engineering Services Request for Proposal HR Green Proposal AGENDA ITEM SUMMARY: Staff requests City Council to consider awarding a Professional Services Contract for design services for the Pearl Street, Illinois Transportation Enhancement Program (ITEP) Improvements to HR Green, Inc. This would first require the approval of an ordinance amending FY18/19 Budget, increasing the Contractual account of the Streets budget by $44,430. BACKGROUND: On May 11, 2018 the Illinois Department of Transportation notified the City of McHenry that the City was the recipient of $616,300 in ITEP funding for lighting and streetscape improvements along Pearl Street between IL Route 31 and the Pearl Street Bridge. The City submitted applications for funding for these improvements during the design phase of the Pearl Street and Lincoln Road Surface Transportation Program (STP) improvements. However, due to the timeline for the call for proposals and the necessity to construct the multi -use path in 2018 these improvements will need to be completed as a separate project. The resurfacing and multi -use path project along Pearl Street is anticipated to be completed in fall of this year and will be constructed such that the streetscape improvements will be able to be completed the following year with minimal conflict to what is currently under construction. City staff solicited proposals for Professional Engineering Services for ITEP improvements on Pearl Street from the City pool of prequalified firms. The Request for Proposal (RFP) was distributed to all five (5) firms prequalified in the Municipal Engineering Transportation category. The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest quality of programs and services in a customer -oriented, efficient and fiscally responsible manner. ANALYSIS: Two (2) firms submitted a proposal, a scope of services and a project schedule that met requirements set out in the RFP. Sealed proposals for Professional Engineering Services for the Pearl Street ITEP Improvements from the following firms were opened on July 6, 2018: • Hampton, Lenzini and Renwick, Inc. o $102,435.50 • HR Green, Inc. o $44,430.00 RECOMMENDATION: Therefore, if Council concurs with moving forward with this project, it is recommended that a motion be made to approve an ordinance amending the FY18/19 Budget, Fund 100 (General), Department 31(Streets), Account 5110 (Contractual) by $44,430; and to approve a Professional Services Contract with HR Green, Inc. in an amount not to exceed $44,430 for the Pearl Street ITEP Improvements. ORDINANCE NO. ORD-18-15 AN ORDINANCE AMENDING THE FY201812019 BUDGET FOR THE FISCAL YEAR ENDING APRIL 30, 2019 WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois; and WHEREAS, the City of McHenry acting by and through its Mayor and City Council has previously approved the FYI 8/19 Annual Budget for the Fiscal Year Ending April 30, 2019 by a motion at the Annual City Council Meeting held on April 30, 2018; and WHEREAS, it is necessary and appropriate to delete, add to, or otherwise change certain line items in said Budget Ordinance as provided in Exhibit A to this Ordinance; NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of McHenry, McHenry County, Illinois, as follows: SECTION 1: That the amendments to the Budget Ordinance for the Fiscal Year Ending April 30, 2019 are hereby approved in the form and content as provided by Exhibit "A" which is attached hereto and made part hereof. SECTION 2: If any section, paragraph, subdivision, clause, sentence or provision of this Ordinance shall be adjudged by any Court of competent jurisdiction to be invalid, such judgment shall not affect, impair, invalidate or nullify the remainder thereof, which remainder shall remain and continue in full force and effect. SECTION 3: All ordinances, or parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict. SECTION 4: This ordinance shall be published in pamphlet form by and under the authority of the corporate authorities of the City of McHenry, Illinois. SECTION 5: This ordinance shall be in full force and effect from and after its passage, approval and publication, as provided by law. Passed this 23rd day of July 2018 by roll call vote as follows: Voting Aye: Voting Nay: Absent: (SEAL) ATTEST: Deputy City Clerk Published: Mayor EXHIBIT A The following budget items are amended by this Ordinance: General Fund (Fund 100, Department 33, Account 5110) - $44,430 Ann Campanella, Human Resources Director City of McHenry 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2100 Fax: (815) 363-6889 acampanella(c),ci.mchenry.il.us REGULAR AGENDA SUPPLEMENT DATE: July 23, 2018 TO: City Council FROM: Ann Campanella, Human Resources Director RE: Adoption of Classification and Compensation Study conducted by GovHR and adjustment of wages for positions falling below the new wage ranges AGENDA ITEM SUMMARY: The purpose of this agenda item is for the Council to adopt the Classification and Compensation Study conducted by GovHR and to consider implementing the results and adjusting the salaries identified in the study conducted by GovHR. Salary adjustments would require the adoption of an Ordinance amending the FY18/19 Budget. BACKGROUND/ANALYSIS: The last comprehensive classification and compensation analysis was completed by the City of McHenry was in the early 2000s and the City's compensation system had not been updated since FY12/13. Further, due to the recession, the former classification and compensation matrix utilized for non -bargaining unit employees was "frozen" for a number of years. As a result, the City's compensation plan has become outdated and stagnant, resulting in internal and external equity problems, including: • An impact on employee morale due to the wage disparity between union represented employees and non -union employees; • Inequity in wages for similar positions in other municipalities; • The ability of the municipality to recruit qualified candidates for open positions; and, • A requirement for increased skills, knowledge, and abilities for many positions due to new and updated technology implemented by the City. The FY17/18 Budget included funding for retaining an external, professional, firm to undertake a classification and compensation study. Staff conducted a Request -For -Proposal process and, after receiving proposals, GovHR USA was selected to conduct the study. GovHR USA has The 01, of AfeHemy is dedicated to providing its citizens, hu.cinesse.c, and visitors with the highest qualitY ol'program.c and cervices in it customer -oriented, erf/icient, and fiscal4r responsible manner. conducted classification and compensation studies in twenty-eight (28) States and the District of Columbia and Founders Heidi Voorhees and Joellen Earl each have more than 30 years of public sector and human resources experience. At the completion of the study, a draft of the report was transmitted to the Finance & Personnel Committee, followed by a presentation of the findings in February 2018. Information about the Study During the process of due diligence conducted by the Finance & Personnel Committee, questions were raised about the validity of some comparable communities due to their distance from McHenry. The study analyzed comparable communities based on a rating of eight criteria that totaled 100 Points: • EA Value up to 20 points • Per Capita Income up to 20 Points • Population up to 15 Points • Number of Full Time Employees up to 10 Points • Gen Fund Exp. Up to 10 Points • Gen Fund Property Tax up to 10 Points • State sales tax up to 10 Points • Proximity up to 5 Points Comparable communities are communities that scored 90 out of 100 points There were three communities that ranked above 90 points with considerable distance, however they did not participate in the study (Bensenville, Bloomingdale, Bridgeview). Further, even though Crystal Lake and Woodstock did not make the initial comparable community list (due to point totals), they were added to the list prior to the wage survey at the request of the Finance & Personnel Committee. Many communities do not have a Parks and Recreation Department. In situations where we did not receive enough data for those positions, HR Director Campanella used the NRPA (National Recreation & Parks Association) website and job boards to gather salary data for similar positions along with a Park District group in Public Salary. The study results provide the City of McHenry with updated information for job descriptions and salary ranges for non -bargaining unit employees that ensures that McHenry's wages remain competitive for existing and future employees. In addition, we will be able to update wage ranges annually so that stagnation does not occur. Action Items The study results identified that wages of nine (9) existing positions currently fall below the minimum wage levels. Below is a summary of reasons why these certain positions are below the minimum range: • Individuals were started in positions below the range minimum in the former classification and compensation matrix; • Existing positions assumed additional duties/roles/responsibilities due to workforce attrition and not filling vacant positions, or due to the introduction of new responsibilities and, as part of the study Job Assessment Questionnaire (JAQ) these additional duties were identified and weighted as part of the analysis; • A positon was created as a part-time position but developed into a full-time position with added responsibilities after the study; and, • Annual increases (cost of living, merit, etc.) did not keep pace with the market rate of the position. As part of review conducted by the Finance & Personnel Committee, it was requested that Staff provide financial impact information as of August 1, 2018. As this date falls in the middle of a pay period, a payroll date of August 10, 2018 was used to estimate total cost (wages and benefits). As a result, the total cost to move the nine positions to the minimum of their respective wage range is $42,059. This is specified by fund as follows: General Fund (Fund 100), 7 positions = $26,771 Recreation Center Fund (Fund 400), 1 position = $11,023 Information Technology Fund (620), 1 position = $ 4,265 Note that the impact on the General Fund is $26,771. The Recreation Center Fund amount is from the separate operations of the Recreation Center and the Information Technology Fund amount is attributable to interfund transfers for services. At the July 10, 2018 Finance & Personnel Committee meeting a motion was unanimously approved (3-0) to forward a recommendation to Council to adopt the Classification and Compensation Study and to consider the wage adjustments as identified. Summary In summary, the purpose of the study was to update an out-of-date compensation structure and provide an equitable wage to City employees. The new Classification and Compensation Plan achieves this goal and brings the City inline with similar positions in similar communities. RECOMMENDATION: If Council so chooses, a motion could be made to accept the recommendation of the Finance & Personnel Committee to adopt the Classification and Compensation Plan conducted by GovHR and to approve the attached Ordinance amending the FY18/19 Budget which brings nine (9) positions to the minimum wage ranges as identified in the study. ORDINANCE NO. ORD-18- f �S �, AN ORDINANCE AMENDING THE FY201812019 BUDGET FOR THE FISCAL YEAR ENDING APRIL 30, 2019 WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois; and WHEREAS, the City of McHenry acting by and through its Mayor and City Council has previously approved the FYI 8/19 Annual Budget for the Fiscal Year Ending April 30, 2019 by a motion at the Annual City Council Meeting held on April 30, 2018; and WHEREAS, it is necessary and appropriate to delete, add to, or otherwise change certain line items in said Budget Ordinance as provided in Exhibit A to this Ordinance; NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of McHenry, McHenry County, Illinois, as follows: SECTION 1: That the amendments to the Budget Ordinance for the Fiscal Year Ending April 30, 2019 are hereby approved in the form and content as provided by Exhibit "A" which is attached hereto and made part hereof. SECTION 2: If any section, paragraph, subdivision, clause, sentence or provision of this Ordinance shall be adjudged by any Court of competent jurisdiction to be invalid, such judgment shall not affect, impair, invalidate or nullify the remainder thereof, which remainder shall remain and continue in full force and effect. SECTION 3: All ordinances, or parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict. SECTION 4: This ordinance shall be published in pamphlet form by and under the authority of the corporate authorities of the City of McHenry, Illinois. SECTION 5: This ordinance shall be in full force and effect from and after its passage, approval and publication, as provided by law. Passed this 23rd day of July 2018 by roll call vote as follows: Voting Aye: Voting Nay: Absent: (SEAL) Mayor ATTEST: OltL�-� Deputy City Clerk Published: EXHIBIT A The following budget items are amended by this Ordinance: General Fund (Fund 100) - $26,771 Recreation Center Fund (Fund 400) - $11 023 Information Technology Fund (Fund 620) - $ 4,265 Ann Campanella, Human Resources Director City of McHenry 333 Green Street McHenry, Illinois 60050 Phone: (815) 363-2100 Fax: (815) 363-6889 acampanella(cDci.mchenry.il.us REGULAR AGENDA SUPPLEMENT DATE: July 23, 2018 TO: Finance & Personnel Committee FROM: Ann Campanella, Human Resources Director RE: Consideration of an Ordinance amending the FY18/19 Budget for the purpose of hiring a City Planner ATT: Ordinance AGENDA ITEM SUMMARY: The purpose of this agenda item is for the City Council to consider an Ordinance amending the FY18/19 Budget for the purpose of hiring a City Planner. The topic was discussed by the Finance & Personnel Committee on July 19, 2018 and was unanimously approved (3-0) to be forwarded to Council for consideration. BACKGROUND/ANALYSIS: In summary, the City of McHenry has not had a full-time City Planner position since 2009, just after the economic recession. Economic Development Director Doug Martin, a professional planner by education/training, has fulfilled this role secondary to his primary responsibility of economic development. However, given the prioritization of economic development by the City Council, it is important that Director Martin's time be committed fully to economic development -related activities. The filling of the City Planner position would take on all of the responsibilities associated with the Planning & Zoning Commission and broader municipal planning activities (like land use planning and reviewing/updating existing planning documents). Additionally, the position would be able to process and manage the various minor variance requests that are currently reviewed and processed by various staff within the Department of Community Development. The City Planner will report directly to the Director of Community Development Ross Polerecky however, will have to work closely with Economic Director Martin — initially, to seamlessly transfer planning responsibilities, and moving forward as a resource for historical planning activities that have occurred in McHenry. The City Planner's office will be located on the 1st Floor as part of the relocated Department of Community Development. The Ott- of McHenry is dedicated to providing its citizens, businesses, and vishors with the highest c/ncditr of'prorrams and services in a customer -oriented, c./licien/, and fisccdl1 responsible manner. As part of the recent Classification and Compensation Study, the City Planner job description was updated, analyzed, and classified as a Grade 7 in this plan with a salary range $67,760 - $84,700. Based on an estimated hiring date of October 1, 2018 should this be approved by Council, an amendment amount of $63,113 (salary and benefits based on an October 1, 2018 start date) is requested. To move forward with posting and hiring this position, an ordinance amending the FY18/19 Budget, Fund 100 (General Fund) is required. This ordinance has been provided for your consideration. RECOMMENDATION: If Council concurs with the hiring of the position of City Planner, a motion should be made to adopt the attached Ordinance amending the FY18/19 Budget, Fund 100 (General Fund) in the amount of $63,113. ORDINANCE NO.ORD-18- AN ORDINANCE AMENDING THE FY201812019 BUDGET FOR THE FISCAL YEAR ENDING APRIL 30, 2019 WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois; and WHEREAS, the City of McHenry acting by and through its Mayor and City Council has previously approved the FYI 8/19 Annual Budget for the Fiscal Year Ending April 30, 2019 by a motion at the Annual City Council Meeting held on April 30, 2018; and WHEREAS, it is necessary and appropriate to delete, add to, or otherwise change certain line items in said Budget Ordinance as provided in Exhibit A to this Ordinance; NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of McHenry, McHenry County, Illinois, as follows: SECTION 1: That the amendments to the Budget Ordinance for the Fiscal Year Ending April 30, 2019 are hereby approved in the form and content as provided by Exhibit "A" which is attached hereto and made part hereof. SECTION 2: If any section, paragraph, subdivision, clause, sentence or provision of this Ordinance shall be adjudged by any Court of competent jurisdiction to be invalid, such judgment shall not affect, impair, invalidate or nullify the remainder thereof, which remainder shall remain and continue in full force and effect. SECTION 3: All ordinances, or parts of ordinances in conflict herewith are hereby repealed to the extent of such conflict. SECTION 4: This ordinance shall be published in pamphlet form by and under the authority of the corporate authorities of the City of McHenry, Illinois. SECTION 5: This ordinance shall be in full force and effect from and after its passage, approval and publication, as provided by law. Passed this 23,d day of July 2018 by roll call vote as follows: Voting Aye: Voting Nay: Absent: (SEAL) ATTEST: Deputy City Clerk Published: Mayor EXHIBIT A The following budget items are amended by this Ordinance: General Fund (Fund 100) - $63 113 •N/Icl Jern, Bill Hobson, Director of Parks and Recreation McHenry Recreation Center 3636 Municipal Drive McHenry, Illinois 60050 Phone: (815) 363-2160 Fax: (815) 363-3119 www.ci.mchenry.il.us/park—recreation REGULAR AGENDA SUPPLEMENT DATE: July 23, 2018 TO: Mayor and City Council FROM: Bill Hobson, Director of Parks and Recreation RE: Recreation Center Expansion Referendum ATT: Proposed Resolution on Submission of Question of Public Policy June 4, 2018 City Council Minutes AGENDA ITEM SUMMARY: At the June 4th City Council meeting, Council approved a motion directing the Mayor and Staff to distribute factual information to the public regarding the proposed referendum this Fall and proceed with the preparation of a referendum question to be submitted at the General Election to be held November 6, 2018. Any informational campaign surrounding the referendum will be centered around the actual question that would appear on the ballot on November 6, 2018. The Resolution with the proposed verbiage of the question has been attached for review and adoption by the City Council. BACKGROUND: The City has performed a great deal of due diligence gathering information on the potential expansion of the McHenry Recreation Center. In some aspects this began as the City was planning the initial phase of the recreation center; developing a master plan leaving space to add on to the project in the future. Though it really began in earnest just a year after opening the center and seeing the community response to the project. In 2017 the community needs assessment was administered and results spoke to the desired expansion of facility and the willingness to pay for that expansion. The next step was to ensure the viability of the project and each of the proposed elements through a pro -forma, which was completed earlier this year. Again, the data came back in a positive light exhibiting the profitability of the project as a whole. All of this information has led to the point of formally asking the community to decide on the expansion of the recreation center on the November 6, 2018 general election ballot. The City's legal and bond counsel were consulted and a number of variations of a question were developed. There were two important parts to each question alternative — defining the scope of the proposed project; and, providing information as to the total cost of the project. Other alternatives included what the proposed increase in the tax rate would be and the final tax rate amount would be. In order to create a question that was as clear as possible, staff calculated the additional cost with new tax rate per $1,000 "fair cash value" of a resident's home (which is language utilized on a tax bill), based on a $30,000,000 total project cost over a period of twenty (20) years, and included this verbiage at the end of the question. Therefore, the final proposed question is: Shall the City of McHenry, McHenry County, Illinois, build an addition to the McHenry Recreation Center that will include an indoor pool, a gymnasium and an outdoor family aquatic park and issue its bonds in an amount not to exceed $30,000,000 to pay for these improvements? Annually, for twenty years, the increase to the City of McHenry's portion of the property tax bill would amount to $1.08 per $1,000 'fair cash value" of a home, according to the records of the McHenry County Treasurer. ANALYSIS: Staff has explored other funding options, yet the only real viable one lets the community truly decide whether or not facilities are expanded or not, in the form of a property tax referendum. It is estimated that the $30 million dollar referendum would amount to an additional $180/year for the median home valued at $168,000; or more simply $1.08/$1,000 fair cash value of a home. The formulation of the question, while a bit lengthy, tries to maintain as much transparency as possible while relaying all the important parts of the proposed changes. The City has consulted with bond counsel to confirm compliance with relevant laws including the Property Tax Extension Limitation Law, financing, and election laws. The next general election is November 6, 2018 and, as such, the authorizing resolution containing the question should be approved and delivered to the County Clerk's Office no later than August 20, 2018 to be placed on the ballot. RECOMMENDATION: Therefore, if Council concurs, it is recommended that a motion be made for the execution of the attached Resolution to place a binding referendum question of public policy on the ballot for the November 6, 2018 General Election and that this resolution is submitted to the McHenry County Clerk no later than August 20, 2018. R-18- 0 11 A Resolution Providing for and Requiring the Submission of a Binding Question of Public Policy at the General Election to be held on November 6, 2018 WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage of this Resolution constitutes an exercise of the City's home rule powers and functions as granted in the Constitution of the State of Illinois. WHEREAS, the City Council (the "Corporate Authorities") of the City of McHenry, McHenry County, Illinois (the "City"), deems it advisable, necessary and in the best interests of the City that the binding question of public policy set forth below be submitted to the voters of the City at an election to be held and conducted in accordance with the general law: NOW, THEREFORE, BE IT RESOLVED by the CITY COUNCIL of the CITY OF McHENRY, McHenry County, Illinois, as follows: Section 1. Election. That the binding referendum question described in section 6 herein shall be submitted to the voters of the City in accordance with the general election law at the general election to be held on Tuesday, the 6t' day of November, 2018, between the hours provided by law for voting on such day (the "Election"). Section 2. Election Precincts. That the Election shall be held in the voting precincts and at the polling places established by the County Board (the "County Board") of McHenry County, Illinois (the "County"), for voters of the City at the Election. Section 3. Notice. That the County Clerk of the County (the "County Clerk") shall give notice of the Election in accordance with the general election law by publishing notice thereof once in one or more local, community newspapers published in and having general circulation in the City, the dates of such publications of such notices to be not more than 30 nor less than 10 days prior to the date set for the Election. The ballot shall also be published as required by the Election Code. Section 4. Newspaper. That it is hereby found and determined that the Northwest Herald, Crystal Lake, Illinois, is a local, community newspaper published in McHenry County and having general circulation in the City under Sections 12-4 and 12-5 of the Election Code of the State of Illinois, as amended (the "Election Code"). Section 5. Form of Notice. That the notice of the Election shall, subject to any modification necessary to comply with the Election Code, include the following: NOTICE IS HEREBY GIVEN that at the general election to be held on Tuesday, the 6"' day of November, 2018 the following binding question of public policy will be submitted to the voters of the City of McHenry, McHenry County, Illinois: BINDING REFERENDUM Shall the City of McHenry, McHenry County, Illinois, build an addition to the McHenry Recreation Center that will include an indoor pool, a gymnasium and an outdoor family aquatic park and issue its bonds in an amount not to exceed $30,000,000 to pay for these improvements? Annually, for twenty years, the increase to the City of McHenry's portion of the property tax bill would amount to $1.08 per $1,000 "fair cash value" of a home, according to the records of the McHenry County Treasurer. The polls at such election will be open at 6:00 a.m. and continue to be open until 7:00 p.m. of that day. Dated this day of , 2018. /s/ Mary E. McClellan County Clerk, McHenry County, Illinois The notice may also enumerate the precincts and polling places. In any event the ballot form and notice enumerating the precincts and polling places shall be published as required by the Election Code. Section 6. Election. That the ballot to be used at the Election shall be in substantially the following form, with such alterations, changes, insertions and deletions as may be required by Article 24A of the Election Code if an electronic, mechanical or electric voting system (the "Electronic Voting System") is used at the Election: (Face of Ballot) OFFICIAL BALLOT _(INSTRUCTIONS TO VOTERS: Punch opp) BINDING REFERENDUM Shall the City of McHenry, McHenry County, Illinois, build an addition to the McHenry Recreation Center that will include an indoor pool, a gymnasium and an outdoor family aquatic park and issue its bonds in an amount not to exceed $30,000,000 to pay for these improvements? Annually, for twenty years, the increase to the City of McHenry's portion of the property tax bill would amount to $1.08 per $1,000 "fair cash value" of a home, according to the records of the McHenry County Treasurer. Precinct Number: Polling Place: /s/ Mary E. McClellan County Clerk, McHenry County, Illinois Section 7. Electronic Voting. That, if an Electronic Voting System is used in the County, the County Clerk shall publish, not less than five (5) days prior to the Election, a true and legible copy of the specimen ballot label containing the question to be voted upon at the Election in two or more newspapers published in and having general circulation in the County. Section 8. Jud es. That the Election shall be conducted by the election judges appointed by the County Board to act in the precincts at which such proposition will be submitted to the voters of the City of the County. Section 9. Certification to County Clerk. That after the adoption hereof the City Clerk shall promptly forthwith certify a copy hereof to the County Clerk in order that the proposition set forth herein maybe submitted to the voters of the City at the Election. Section 10. Canvass. That the Election shall be held and conducted and the returns thereof duly canvassed, all in the manner and time as provided by the general election law. Section 11. Conflict. That all ordinances and parts of ordinances in conflict herewith be and the same are hereby superseded, that this ordinance be in full force and effect forthwith upon its adoption and that this ordinance shall be deemed to be subject to modification in application to comply with the general election law. Ayes: Voting Aye: Voting Nay: Absent: Abstain: APPROVED: (SEAL) Mayor Wayne Jett ATTEST: City Clerk Lynzi Nevitt Passed: Approved: Z: WWcHenryCityofResolutions )Referendum.doc CERTIFICATION I, LYNZI NEVITT, do hereby certify that I am the duly appointed, acting and qualified Clerk of the City of McHenry, McHenry County, Illinois, and that as such Clerk, I am the keeper of the records and minutes and proceedings of the Mayor and Aldermen of said City of McHenry. I do hereby further certify that at a regular meeting of the Mayor and Aldermen of the City of McHenry, held on the day of , 2018, the foregoing Resolution entitled A Resolution Providing for and Requiring the Submission of an Binding Question of Public Policy at the General Election to be held on November 6, 2018, was duly passed by the City Council of the City of McHenry. The pamphlet form of Resolution No. , including the Resolution and a cover sheet thereof, was prepared, and a copy of such Resolution was posted in the City Hall, commencing on the day of 2018, and will continue for at least 10 days thereafter. Copies of such Resolution are also available for public inspection upon request in the office of the City Clerk. I do further certify that the original, of which the attached is a true and correct copy, is entrusted to me as the Clerk of said City for safekeeping, and that I am the lawful custodian and keeper of the same. GIVEN under my hand and seal this day of Lynzi Nevitt, Clerk City of McHenry, McHenry County, Illinois (SEAL) NO STATE OF ILLINOIS COUNTY OF McHENRY CERTIFICATION OF RESOLUTION I, the undersigned, do hereby certify that I am the duly qualified and acting City Clerk of the City of McHenry, McHenry County, Illinois (the "City"), and that as such official I am the keeper of the records and files of the City. I do further certify that the foregoing is a full, true and complete excerpt from the proceedings of the meeting of the City Council (the "Corporate Authorities") held on the day of , 2018, insofar as the same relates to the adoption of a resolution entitled: A Resolution Providing for and Requiring the Submission of A Binding Question of Public Policy at the General Election to be held on November 6, 2018 a true, correct and complete copy of which resolution as adopted at said meeting appears in the foregoing transcript of the minutes of such meeting. I do further certify that the deliberations of the Corporate Authorities on the adoption of such resolution were conducted openly, that the vote on the adoption of such resolution was taken openly and was preceded by a public recital of the matter being considered and such other information as would inform the public of the business being conducted, that such meeting was held at a specified time and place convenient to the public, that notice of such meeting was duly given to all of the news media requesting such notice, that such meeting was called and held in strict compliance with the provisions of the open meetings laws of the State of Illinois, as amended, and with the provisions of the Illinois Municipal Code of the State of Illinois, as amended, and that the Corporate Authorities have complied with all of the procedural rules of the City. To the County Clerk of McHenry County: There is hereby certified to the County Clerk of the County of McHenry, Illinois for submitting to the voters of the City at the general election to be held on the 6ffi day of November 2018, the proposition set forth in such resolution, which such resolution was duly adopted by the Corporate authorities on the date set forth above. IN WITNESS THEREOF, I hereunto affix my official signature, this day of 2018. Lynzi Nevitt, Clerk Regular City Council Meeting Page 6 June 4, 2018 Condon, Alderman Devine, Alderman Glab, Alderman Mihevc and Alderman Santl. 0- ys, 0- abstained. Motion carried. Motion to approve an Ordinance amending the FY18/19 Budget as foI s: General Fund Budget (Fund 100) by $87,000; the Recreation Center Fund Budget (Fu 400) by $14,400; and the Information Technology Fund Budget (Fund 620) by $5 0 for the purpose of implementing compensation study adjustments as included ' the new City of McHenry Classification and Compensation Plan, and for the addition o e position of City Planner Alderman Curry stated that he would like to make a mo on to table the Ordinance amending the FY18/19 Budget due to the fact that the I inc nd Personnel Committee has not had an opportunity to vet the compensation study rec mendations. Alderman Schaefer concurred. Alderwomen Condon expressed her fr tration with the continued delay in taking action with respect to the compensation study' ecommendations. She stated that the compensation study was discussed in length at a rec t Committee of the Whole Meeting. She is uncertain why some of the Council Members co ue to procrastinate. The being no further iscussion on the motion, A Motion was made by Alderman Curry and seconded b Ald fnan Schaefer to table the approval of Ordinance amending the FY18/19 Budget as folio s: General Fund Budget Fund 100 b 87 000• the Recreation Center Fund Budget Fun 400 b 14 400• and the Information Technology Fund Budget Fund 620 b 5 400 fo he ouroose of implementing compensation study adjustments as included in the new Ci of McHenryClassification and Compensation Plan and for the addition of the position of Ci Planner. Roll call: Vote: 6-ayes: Alderman Curry, Alderman Schaefer, Alderman Devine, Alp9rman Glab, Alderman Mihevc and Alderman Santi. 1-nay: Alderwoman Condon, 0-abstained. otion carried. Motion to direct the Mayor and Staff to proceed with the preparation of a referendum question to be submitted at the General Election to be held on November 6, 2018, proposing an addition to the to the McHenry Recreation Center that will include an indoor pool, a gymnasium and an outdoor family aquatic park, and issuance of City bonds to pay for the improvement in the amount of $30,000,000, and to provide factual information to the public in anticipation of said referendum. Alderman Sant! inquired if Staff had investigated the possibility of a public/private partnership to offset some of the cost associated with the Recreation Center's expansion. Director Hobson reported that public/private partnership has been discussed and investigated. However, after exploring numerous alternative funding options, placing a question before the community in the form of a property tax referendum would provide the clearest direction as to whether or not to proceed with such an expansion and provide the funding mechanism of the expansion. Regular Clty Council Meeting Page 7 June 4, 2018 Director Hobson commented on a 2017 Community Needs Survey which assisted the department in identifying the community's desire for expanded recreational opportunities. Both indoor and outdoor aquatics amenities were at the top of the list along with other wanted amenities such as a gymnasium and a walking track. Director Hobson discussed the results from the proforma on the McHenry Recreation Center's expansion performed by Hiller and Hiller and Associates. He reported that the primary focus of the proforma was to run the full financial analytics for a 25 Yard pool versus a 50 meter pool. In addition, the numbers for the anticipated revenue versus expenses for the proposed gymnasium and walking track were analyzed. A lengthy discussion ensued with respect to placing the referendum question on the February 2018 ballot. Mayor Jett opened the floor for public comment. Resident Mellissa Kostelnik reported that her family is affiliated with the Marlin Aquatic Team and she is supporting the referendum. Resident Jessica Bitterman echoed Ms. Kostelnik comments and also is supportive of the referendum. There being no further discussion on the motion,.a Motion was made by Alderman Schaefer and seconded b Alderman Condon to direct the Mayor and Staff to roceed with the re aration of a referendum uestion to be submitted at the General Election to be held on November 6 2018 ro osin an addition to the to the McHenryRecreation Center that will include an indoor ool a mnasium and an outdoor famil a uatic oark, and issuance of city bonds to pay for the improvement in the amount of $30.000 000 and to pm rovide factual inforation to the public inanticipation of said referendum Roll call: Vote: 5-ayes: Alderman Schaefer, Alderwoman Condon, Alderman Devine, Alderman Mihevc and Alderman Santi. 2-nays: Alderman Curry and Alderman Glab. 0-abstained. Motion carried. Staff Reports Director Hobson reported that the Soap Box Derby qualifying race will be held this Saturday from 9:00 a.m. - 4:00 p.m. Mayor and City Council Comments Alderwoman Condon thanked the member of the audience for correcting her title from Alderman to Alderwomen. She spoke in length about the need to continue the conversation with respect to gender equality. Department of Public Works Jon M. Schmitt, Director 1415 Industrial Drive McHenry, Illinois 60050 Phone: (815) 363-2186 Fax: (815) 363-2214 www.ci.mchenry.il.us DISCUSSION AGENDA SUPPLEMENT DATE: July 23, 2018 TO: Mayor and City Council FROM: Jon M. Schmitt, Director of Public Works RE: IDOT Route 31 Phase I Engineering Report, Municipal Letter of Intent Recommendations ATT: 1. IDOT Letter Dated February 7, 2018 2. IDOT Preferred Alternative Aerial Plan Sheets AGENDA ITEM SUMMARY: The purpose of the City Council Agenda Discussion Item is to provide an opportunity for Council, representatives from Illinois Department of Transportation (IDOT), and Staff to discuss issues related to the programmed reconstruction and widening of IL Route 31 through the City of McHenry. IDOT is finalizing the Phase 1 Engineering Study for the reconstruction of IL Route 31 from IL Route 176 in Crystal Lake to IL Route 120 in McHenry. While construction is not programmed in the IDOT 5 year Highway Improvement Program (HIP), Phase II Engineering for this project is funded and will be completed as a part of the 5 year HIP. As this project will have impacts to both the frontage of the State Route and public utilities in the IDOT right of way within municipal limits the route passes through, IDOT is seeking to develop a Letter of Intent with the City of McHenry for concurrence with the proposed improvements. This Letter Of Intent shall also be the basis for any Intergovernmental Agreements between the City and IDOT regarding cost participation and design considerations for any locally funded improvements which are to be completed as a part of this project. The Letter of Intent will also be the basis for any agreement regarding the relocation of municipal utilities which are in conflict with the proposed improvements. Locally Funded Improvements Traffic Signals Traffic Signals are proposed at Prime Parkway/Albany Street, Shamrock Lane, Lillian Street/Grove Avenue, and IL Route 120. For these signal installations the City is responsible for the costs to construct the City leg of each intersection and the associated portion of electrical costs. These improvements are eligible for federal aid and the anticipated City portion of the improvements is $103,870. These improvements and the City portion of the funding are costs which the City must participate in based upon existing agreements. Sidewalks and Multi -Use Path The IDOT policy regarding sidewalks allows for the construction of sidewalks and multi -use paths in the State Right of Way within municipal limits. These improvements are eligible for federal aid, however, the maintenance of such sidewalks and paths including repairs and/or replacement becomes the responsibility of the municipality for the duration of the life of the improvements. The current City portion for the construction of sidewalks is $97,808 and the current City portion for the construction of a multi -use path is $65,608. Should the City elect not to participate in such improvements IDOT will complete grading work such that the future construction of the multi -use path will be able to be accommodated. Street Lighting Street lighting on IL State Routes within municipal limits is typically an improvement which is undertaken by the municipality. Should the municipality elect to pursue federal aid for highway lighting this effort would need to be undertaken by the municipality through the local Council of Mayors. These improvements, when completed would be the responsibility of the municipality to maintain. Municipal Utilities Municipal Sanitary Sewer Main and Water Main are typically allowed to be constructed and operated within IDOT right of way through a permit process in a similar fashion to other public utilities. As these municipal utilities are in the right of way at IDOT's permission they are obligated to relocate at 100% local cost should any IDOT improvement make their relocation necessary. The City has sanitary sewer and water main within the IDOT right of way on one or both sides of the road throughout most of the project limits. Due to the drastic change in configuration and redesign of the mainline storm sewer system all or most of the City utilities are potentially in conflict with the proposed improvements. The IDOT estimate for relocation of City utilities is approximately $2.8 million all of which would be locally funded. CONCLUSIONS: City Staff have been in communication with IDOT personnel regarding the project and timeframes for project milestones. Upon receiving direction from City Council for the City's intentions moving forward the next planned step would be for the City to finalize its intentions and priorities for its participation in the project. These intentions will be formalized in the form of the approval of a Letter of Intent between IDOT and the City of McHenry. This letter of intent will not be the final Intergovernmental agreement between the City and IDOT but shall be the basis for the final agreement which the City will have to abide by upon execution of such agreement. At the current time staff is seeking direction from City Council regarding which locally funded improvements associated with the project will be prioritized as well as direction moving forward regarding future utility relocation. Illinois Department of Transportation Office of Highways Project Implementation / Region 1 / District 1 201 West Center Court / Schaumburg, Illinois 60196-1096 February 7, 2018 The Honorable Wayne Jett Mayor City of McHenry 333 S. Green Street McHenry, IL 60050 Dear Mayor Jett: The Illinois Department of Transportation (Department) is in the process of finalizing preliminary engineering and environmental studies (Phase 1) for the improvement of Illinois Route 31 (IL 31) from Illinois Route 176 (IL 176) to Illinois Route 120 (IL 120) in McHenry County. Funding for Phase II engineering is included in the Department's FY 2018-2023 Proposed Highway Improvement Program. The remaining elements of the project, land acquisition and construction, will be included in our priorities for future funding consideration among similar improvement needs throughout the region. This will serve as a Letter of Intent between the City of McHenry (City) and the Department confirming your concurrence with the proposed improvement plan and the cost participation responsibilities for the subject project. The general scope of work for this improvement consists of roadway widening and reconstruction to provide two lanes in each direction separated by a median, bicycle and pedestrian accommodations, and intersection and drainage improvements. A public hearing for the project was held on February 8, 2017. This scope of work was discussed in greater detail in coordination with the City. The proposed roadway geometry is enclosed for your information. Based on previous coordination with the City, specific items identified by the Department requiring cost participation by the City include traffic signal replacement, bicyclist and pedestrian accommodations, and roadway lighting. Additional discussion regarding emergency vehicle pre-emption devices, landscaped medians, and utility relocation is included for your information. Traffic Signal Replacement Traffic signal replacement is proposed at the intersections of 1L 31 at Prime Parkway/Albany Street, Shamrock Lane, Lillian Street/Grove Avenue, and IL 120. The total cost of the traffic signal work at these intersections is $1,391,000. As outlined in the attached Exhibit A, funds provided by the Federal Highway Administration (FHWA) may be used for 80% of the traffic signal costs with the Department and City sharing in the remainder of the cost, based on the percentage of approach leg jurisdiction. If federal funds are not used, the FHWA share will be assumed by the Department. The City has jurisdiction of the west and east legs of Prime Parkway/Albany Street, the west leg of Shamrock Lane, and the west and east legs of �:'Fro The Honorable Wayne Jett February 7, 2018 Page two Lillian Street/Grove Avenue. Therefore, the cost of the traffic signals to the City is $103,870, including a 15% engineering fee as outlined on the following table. Location Imprdvement FHWA Division of Remaining Costs Engineer- Total Cost De artment City ing Fee, 15% City Cost IL 31 at Prime Traffic Signal Replacement $320,000 $40 000 $40 000 �o �o $6,000 $46,000 Parkway/Alban y $400,000 o (80 /o) (10 /o) (10 /o) Street IL 31 at Shamrock Lane Traffic Signal Replacement $212 800 $35,378 $17,822 $2,673 $20,495 $266eme ,000 (80%) (13.3%) (6.7%) IL 31 at Lillian Traffic Signal Replacement 000, $260 $32,500 $32,500 $4,875 $37,375 Street/Grove $325 000 (80%) (10%) (10%) Avenue IL 31 at Traffic Signal Replacement $320,000 $80,000 $0 $0 $0 IL 120 $400,000 o (80 /o) o (20 /o) (0 /o) Total City Costs- Traffic Signals �$103,870 Energy and Maintenance Costs for Traffic Signals Energy and maintenance costs will continue as outlined in the existing Master Agreement executed between the City and the Department. Emergency Vehicle Pre-Emption (EVP) Devices There are emergency vehicle pre-emption (EVP) devices on the traffic signals at these four intersections. Based on coordination with the McHenry Township Fire Protection District (District), the EVP devices are owned by the District. The estimated cost to reinstate the EVP devices is $6,900 per signalized intersection, including a 15% engineering fee. A Letter of Intent will be sent to the District outlining the cost participation responsibilities for the continued use of EVP devices as a result of the traffic signal replacements. Bicyclist and Pedestrian Accommodations As described in the attached Exhibit A, the Department is responsible for 100% of the cost for removal and replacement of existing sidewalk/paths affected by the roadway improvements. There is approximately 3,840 feet of existing sidewalk along the west side of IL 31 north of Bull Valley/Miller Road that is proposed to be replaced in kind, and 3,300 feet of existing sidewalk along the east side of IL 31 north of Bull Valley/Miller Road that is proposed to be The Honorable Wayne Jett February 7, 2018 Page three replaced with a shared -use path. In addition, there is approximately 5,100 feet of existing sidewalk along both sides of Lillian Street/Grove Avenue and IL 120 that is proposed to be replaced in kind. According to Department policy, a separate shared -use path and/or sidewalk is required to accommodate bicyclists and pedestrians along, or short distances outside of, the project limits if the local agency is willing to participate in cost sharing and take maintenance responsibilities of this shared -use path and/or sidewalk. The local cost share for new pedestrian and bicyclist facilities is 20% of the construction cost, plus a 15% engineering fee. Based on previous coordination with the City, new shared -use paths and sidewalks are proposed as follows: • Eight to ten -foot wide shared -use path along the east side of IL 31 from south of Veterans Parkway to Grove Avenue (8,150 feet) • Five to seven -foot wide sidewalk along the west side of IL 31 from south of Veterans Parkway to Kane Avenue (12,150 feet) The estimated cost of the new shared -use path is $285,200. The City's portion would be approximately $65,608, including a 15% engineering fee. The estimated cost of the new sidewalk is $425,250. The City's portion would be approximately $97,808, including a 15% engineering fee. If the City is willing to include these bicyclist and pedestrian accommodations as part of this improvement, in addition to their share of the costs associated with construction, the City must agree to accept long term responsibility for the administration, control, reconstruction, and maintenance of the shared -use path and sidewalk. If the City chooses not to participate in the bicyclist or pedestrian accommodations, the Department requests that a local resolution indicating their non -participation be sent to the Department (see enclosed example). Without local agency cost participation, the Department will consider a means to accommodate bicyclist and pedestrian facilities in the future. At this time, this consists of the proposed installation of a ten -foot wide shelf along the east side of IL 31. In the future, a path could be installed on the shelf via permit at 100% local cost. Roadwav Li htina The existing roadway lighting along IL 31, which is owned and maintained by the City and ComEd, has to be relocated at various locations where it is in conflict with the proposed improvement. The existing lighting does not meet Illuminating Engineering Society (IES) Standards and should be removed and/or upgraded to current standards. A more detailed analysis in Phase 11, is needed to determine if the existing City -owned light poles can be salvaged or if they would need to be replaced. It is our understanding that the City has a lighting agreement with ComEd. The City will need to request that ComEd pursue the removal of the existing substandard lighting. The Honorable Wayne Jett February 7, 2018 Page four As outlined in the attached Exhibit A, all costs and long-term maintenance associated with roadway lighting within the corporate limits of a municipality are a local responsibility. In a meeting on January 22, 2015, the City indicated they are considering new roadway lighting along IL 31 from Lillian Street/Grove Avenue to iL 120. in subsequent correspondence on August 28, 2017, the City also requested decorative and pedestrian lighting with limits extending to Crystal Lake Road along IL 120. If the existing light poles cannot be salvaged, the estimated cost for new and replacement lighting and removal of existing lighting is $1,000,500, including a 15% engineering fee. In addition, the City must agree to accept long-term responsibility for the administration, control, and maintenance of the roadway lighting. Local agencies are required to secure federal funds through the Council of Mayors to upgrade or install locally -owned roadway lighting on future state -let contracts. The local agency would need to ensure the federal and local matching funds are programmed through both the Council of Mayors and the District One Bureau of Local Roads and Streets, in order to coincide with the state letting schedule for the IL 31 improvement. if the local agency is unable to secure federal funds for roadway lighting, they may pursue the installation of roadway lighting under a separate, locally let contract, or via permit through the District One Bureau of Traffic- Permits Section. For information about permits along state highways, contact Thomas Gallenbach, District Permit Coordinator, at (847) 705-4130. Landscaped Medians If the City chooses to upgrade the proposed grass medians to include additional landscape items, such as trees, the City would need to agree to accept responsibility for the long-term maintenance of the landscaping in the medians, all within the municipal boundaries of the City. The inclusion of trees on the landscaped median would not typically require local cost participation. Additional shrubs and perennials as well as other ornamental median or roadside features can be included with the project but may require some City cost participation. The Department would work with the City on the development of an enhanced landscape plan, noting the City will be responsible for the future maintenance of all median and roadside landscaping within the City limits. All proposed landscaping elements must be contained within the highway right-of-way. Utility Relocation Public utilities, installed in the highway right-of-way via permit and requiring relocation, will be relocated at no expense to the Department. The City will be responsible for relocation of its facilities in conflict with the proposed improvements. Facilities subject to the previously stated condition may include, but may not be limited to, watermain and fire hydrants as well as storm, sanitary, and/or combined sewers. A potential for conflicts exists for water main, fire hydrants, and sanitary sewer. The estimated cost for City utility relocation is $2,766,000. A more detailed study of conflicts will be initiated during Phase ll. The Honorable Wayne Jett February 7, 2018 Page five Summary of Estimated Costs The estimated total cost responsibility for the City, based on the available information collected during the Phase I process is approximately $1,267,785 as outlined in the following table. However, this does not include the cost of utilities, which should be pursued independently by the City. Improvement City Cost Engineering Fee (15%) Total City Cost Traffic Signals $90,322 $13,548 $103,870 Shared -Use Path $57,050 $8,558 $65,608 Sidewalk $85,050 $12,758 $97,808 Roadway Lighting $870,000 $130,500 $1,000,500 Total City Costs $1,267,785 At the end of this Letter of Intent, there is an area where you can state your concurrence to the cost participation items outlined above. This Letter of Intent will be used as a basis during Phase II, to develop a project agreement between the City and the Department. Please return an original signed copy of this letter within 90 days so we may maintain our project schedule. If you have any questions or need additional information, please contact me or Kimberly Murphy, Consultant Studies Unit Head, at (847) 705-4791. Very truly yours, Anthony J. Quigley, NE -" Region One Engineer Attachments cc: Doug Martin Jon Schmitt Project and Environmental Studies IL 31 from IL176 to IL120 McHenry County Concur with project scope: Yes No Concur with traffic signals scope, cost, energy and maintenance costs: _ Yes No Concur with sidewalk scope, costs, and long-term maintenance: Yes No Name: Signature:. Title: Date: Comments: Concur with shared -use path scope, costs, and long-term maintenance: Yes No Concur with roadway lighting scope, costs, and long-term maintenance: _ Yes No SUGGESTED RESOLUTION LANGUAGE FOR NON -PARTICIPATING LOCAL AGENCIES WHEREAS, The Illinois Department of Transportation (Department) has the power to approve and determine the final plans, specifications and estimates for all State highways; and WHEREAS, the Department's projects must adequately meet the State's transportation needs, exist in harmony with their surroundings, and add lasting value to the communities they serve; and WHEREAS, the Department must embrace principles of context sensitive design and context sensitive solutions in its policies and procedures for the planning, design, construction, and operation of its projects for new construction, reconstruction, or major expansion of existing transportation facilities by engaging in early and ongoing collaboration with affected citizens, elected officials, interest groups, and other stakeholders to ensure that the values and needs of the affected communities are identified and carefully considered in the development of transportation projects; and WHEREAS, Bicyclist and pedestrian ways must be given full consideration in the planning and development of transportation facilities, including the incorporation of such ways into State plans and programs; and WHEREAS, The State's complete streets law requires bicyclist and pedestrian ways to be established In or within one mile of an urban area in conjunction with the construction, reconstruction, or other change of any State transportation facility, except in pavement resurfacing projects that do not widen the existing traveled way or do not provide stabilized shoulders, or where approved by the Secretary of Transportation based upon documented safety issues, excessive cost or absence of need; and WHEREAS, During the development of highway projects throughout the State, the Department gives consideration to accommodating bicyclists and pedestrians on a need -basis; and WHEREAS, The Department has presented the City of McHenry, for its consideration, a bicyclist and/or pedestrian improvement with funding to be split 80% State, 20% local with maintenance to be provided by the City of McHenry; therefore, be it RESOLVED, That the City of McHenry hereby rejects the Department's proposed bicyclist and/or pedestrian improvement and acknowledges that such rejection will result in a cancellation of the proposed improvement; and be it further RESOLVED, That a suitable copy of this resolution be presented to the Project Engineer associated with the proposal, or his or her equivalent, within the Department. Exhibit "A" TRAFFIC SIGNAL PARTICIPATION The cost participation associated with traffic signal installation, modernization, or relocation will be in accordance with 92 III. Adm. Code 544 "Financing of Traffic Control Signal Installations, Modernization, Maintenance, and Operation on Streets and Highway under State Jurisdiction." Traffic signals may be installed only where conditions meet warrants established in the current Illinois Manual on Uniform Traffic Control Devices. If a new signal installation is warranted, it may be included within the roadway improvement. Current IDOT policy requires that IDOT and Local Agency (ies) share the responsibility for installation, modernization, and relocation of traffic signals. The installation, modernization, and relocation of pedestrian signals associated with traffic signal improvements will also require the Department and Local Agency (ies) to share financial responsibility. The eligible share of the cost to each agency will be in proportion to the number of intersection approaches that the agency maintains. Generally, traffic signal costs are 80% Federal and 20% non - Federal based on established cost participation policy (90% Federal and 10% non -Federal for safety projects). IDOT will participate in the non -Federal portion for the State-owned legs of an intersection. At locations where all legs of an intersection are State-owned, IDOT will participate in 100% of the cost of the traffic signal installation, modernization, or relocation. Closely spaced new or modernized traffic signals within the improvement limits generally require signal coordination or hardware interconnection for the purpose of providing vehicle progression. IDOT will be financially responsible for 100% of coordination or interconnection costs. IDOT will be financially responsible for 100% of the installation and modernization of traffic signals at ramp terminals of ramps connecting to or from a State highway. The entire cost of installing push button ("Fire pre-emption") and emergency vehicle pre- emption equipment is the responsibility of the requesting local fire district or municipality. The entire cost of installing, modernizing, relocating, maintaining and energizing private benefit signals is the responsibility of the private benefit agency being served by the traffic signals. However, [DOT will enter into a formal agreement for a private benefit signal installation only with the local jurisdictional or governmental agency. It should be noted that an agency involved might voluntarily assume responsibility for another agency's share of the cost in order to expedite the installation or modernization. When warrants are met for school crossing signals at public road intersections, the eligible share to each agency for the installation and modernization cost shall be split on a 50/50 basis or in proportion to the number of intersection approaches that each agency maintains. Page 1 TRAFFIC SIGNAL MAINTENANCE At intersections lying wholly outside the Corporate Limits of any municipality, IDOT will be responsible for the maintenance of the signals. At intersections lying wholly or partially within the Corporate Limits of one or more municipalities, IDOT will assume the following costs for the maintenance of traffic signals on State highways within municipalities: (A) The total costs for all signals at the intersections of two or more State highways. (B) The total costs for all signals at the intersections along State highways that have an average daily traffic in excess of 35,000 vehicles per day as shown on the latest published edition of the traffic volume (AADT) map. The District Engineer will determine the limits of this section within the municipality. (C) The total costs for all signals located at the terminals of ramps connecting to or from a State highway. (D) At all other intersections IDOT and the municipalities will share in the cost of signal maintenance. The cost to the municipalities will be in proportion to the number of approaches that they maintain. ENERGY CHARGES The division of financial responsibility for the energy charges will be as follows: (A) At intersections lying wholly outside the Corporate Limits of any municipality, IDOT will pay the energy charges for the operation of the signals. (B) At intersections lying wholly within the Corporate Limits of a municipality, IDOT and the municipality will share the energy charges according to the proportionate number of intersection approaches maintained by each agency. (C) At intersections lying partially within the Corporate Limits of one or more municipalities, the municipalities will be responsible for the energy charges. Traffic Signal Master Agreements, consummated by IDOT, give municipality defined maintenance and energy responsibilities required for the operation of traffic signals. New traffic signal improvements shall contain maintenance and energy provisions in the improvement agreement adding the new traffic signals to said Master Agreement. Existing traffic signals to be modernized or relocated, shall contain maintenance and energy provisions in the improvement agreement indicating traffic signal maintenance and energy responsibilities for given traffic signal(s) shall continue to be as outlined in the Master Agreement. Certain circumstances, such as jurisdictional transfers of roadway segments affecting signalized intersections with the improvement limits, could result in a revision to maintenance and energy responsibilities contained in the Master Agreement for a given traffic signal(s). An amendment to the Master Agreement would be required. IDOT does not share in maintenance costs for school crossing signals unless specified otherwise in the Master Agreement or if the school crossing signals are installed at public road intersections for which the maintenance costs shall be shared in proportion to the number of intersection approaches that each agency maintains. Page 2 PARKING LANES If a new parking lane is added, IDOT will participate in 50% of the cost if the ADT is greater than 5,000 vehicles per day and if the pavement composition and lane width meets the IDOT criteria. The municipality would assume the total cost (100%) of the parking lane if the pavement composition or lane width does not meet ]DOT criteria or if the ADT is less than 5,000 vehicles per day. If an exclusive existing parking lane requires resurfacing, [DOT will participate in 50% of the milling and resurfacing costs for parking with lane widths equal to or less than the adjacent travel lanes. The municipality will assume the total cost (100%) of the milling and resurfacing costs for that portion of the parking that is greater than the width of the adjacent travel lane. The municipality will also assume 100% of any base repair cost for the entire width of the existing parking as well as any patching and curb and gutter repairs. if the municipality declines to participate, a very minimal amount of resurfacing would be done IDOT expense. (Minimal amount of resurfagLg is defined as a taper across the parking lane ranging from approximately 1'/ inch thick adjacent to the through lane to 1 inch or less adjacent to gutter line). [DOT will assume the total cost (100%) associated with the milling and resurfacing of parking lanes when parking is eliminated during one or more peak hours. The municipality is responsible for the total cost (100%) of reconstructing existing parking and any adjacent curb and gutter. The State will not consider an improvement of a State -maintained highway unless the proposed parking or existing parking adjacent to the traffic lanes is parallel parking except as provided under Chapter 95 1/2 Art. 11-1304(c) (Illinois Revised Statutes). Narking prohibition ordinances will be required through areas where there are no parking lanes. ROADWAY MAINTENANCE The State will assume the maintenance cost associated with the through traffic lanes, turning lanes, and the curb and gutter adjacent to these traffic lanes. The municipality will assume the maintenance cost associated with all other facilities including but not limited to items such as storm sewers, parkways, exclusive parking lanes, curb and gutter adjacent to the parking lanes, sidewalks, landscape features, appurtenances, etc. UTILITY RELOCATION Municipal utilities, installed by permit and requiring relocation, will be relocated at no expense to the Department. Municipal utilities installed prior to the Department's assuming maintenance of the roadway will be relocated, if required, at IDOT expense. The cost of any improvement to, or betterment of municipal utilities, would be the entire financial responsibility (100%) of the local agency. Page 3 ROADWAY LIGHTING Existing highway lighting that is owned and maintained by the municipality, will be relocated and upgraded to current standards. New lighting, proposed by the municipality, may be incorporated into the total improvement plans. The cost of the above work would be the entire financial responsibility of the local agency. PEDESTRIAN AND BICYCLE FACILITIES Sections 17 Bicycle and Pedestrian Accommodations and 48-2.04 Sidewalks of the [DOT Bureau of Design and Environment Manual establish the criteria to determine pedestrian and bicycle needs. Maintenance responsibilities as well as State and local agency participation toward the cost of these facilities included as part of a roadway construction contract on a State route shall be in accordance with Sections 5-03 and 5-05 of the Bureau of Design and Environment Manual as follows. Maintenance Resaonsibilities — The Municipality will maintain any new or replacement sidewalks the Department provides in conjunction with the highway improvement project, excluding those constructed on structures. The Municipality will also maintain any bicycle paths associated with the State highway project other than that portion of the bicycle path carried on state structures. The State will assume the maintenance responsibilities for On - Road Bicycle Lanes or Wide Outside Lane and Widened Shoulders constructed as bicycle accommodations. Cost Participation 1. New and Deteriorated Sidewalks — Use the criteria in Chapters 17 and 48 to determine the warrants for sidewalks. If these criteria are met and the Local Agency agrees to maintain the sidewalks, proportion the improvement costs associated with new or deteriorated sidewalks as follows: a. New Sidewalks -Proportion the cost between the State and Local Agency at 80120 for new sidewalks within the project termini or for short distances outside the project termini as may be required to connect sidewalks to significant pedestrian generators (e.g., schools, transit facilities). The Phase I Study Report will document the need for sidewalk construction. b. Deteriorated Sidewalks — The Local Agency will pay 100% of the cost to remove existing deteriorated sidewalks. Proportion the cost 80/20 between the State and Local Agency for deteriorated sidewalk replacement when associated with a highway project. Local Agency will pay 100% of the cost of decorative sidewalks. C. Sidewalk Removal and Replacement— The State is 100% financially responsible for removing and replacing existing sidewalks if such a need is caused by the construction of an IDOT highway improvement. 2. Bicycle Accommodations — Use the criteria in Chapter 17 to determine the warrants for bicycle accommodations. If these criteria are met and the Local Agency agrees to maintain the bicycle accommodation as appropriate, proportion the improvement costs associated with the bicycle accommodations as follows: Page 4 a. On -Road Bicycle Lanes — Proportion the cost 80/20 between the State and Local Agency for the construction of new on -road bicycle lanes as indicated by the facility selection criteria contained in Chapter 17. b. Wide Outside Lanes and Widened Shoulders —The State will pay 100% of all costs for wide outside lanes or widened shoulders indicated for bicycle accommodation. c. New Paths — Proportion the cost 80/20 between the State and Local Agency for construction of new paths within the project termini or for short distances outside the project termini as may be required to connect paths to significant bicycle traffic generators (e.g., schools, transit facilities). The Phase 1 Study Report will document the need for path construction. d. Path Removal and Replacement — The State is 100% financially responsible for removing and replacing existing paths if such a need is caused by the construction of an IDOT highway improvement. e. Adjustment of Existing Paths — If an existing path requires adjustment due to an IDOT improvement, the State will pay 100% of the adjustment cost. The Department will construct the replacement in accordance with IDOT path criteria. The Local Agency is 100% financially responsible for path adjustments that are caused or initiated by a work request from the Local Agency. f. Paths Above and Beyond Selection Criteria — If facility selection criteria for side paths are not met and the Local Agency still requests side path installation, the Local Agency is 100% financially responsible for all costs for installation of the path above those costs for the improvement identified in the selection criteria, including any necessary right-of-way and construction. g. Paths on Structures - The State will pay 100% of all costs for bicycle and pedestrian accommodations on structures and approaches. The Local. Agency will pay 100% of the cost difference of a separate bicycle and pedestrian structure if bicyclists and pedestrians could have been safely accommodated on the roadway structure, or request grade separation when at -grade crossings are considered safe. 3. Utility Adjustments and Other Items — Proportion the cost 80/20 between the State and Local Agency for reimbursable utility adjustments as defined in Chapter 6, Section 6- 1.03 of the BDE Manual, as well as pedestrian barriers, retaining walls, and other collateral Items that are required solely for pedestrian and bicycle accommodations not necessitated by the IDOT project. The Local Agency is responsible for 100% of the costs for right-of-way, utility adjustments, barriers, retaining walls, and other collateral items that are not required solely for the pedestrian and bicycle accommodations. 4. Right -of -Way — Proportion the cost 80/20 between the State and Local Agency for right- of-way if acquired solely for sidewalk construction. Also, the Local Agency will pay 100% of the construction costs for sidewalks associated with the construction of on - system parking not necessitated by the IDOT project. The State will pay 100% for right- of-way if additional right-of-way is required to construct an IDOT-proposed highway cross section. 5. Local Agency Does Not Accept Maintenance Responsibilities — If the Local Agency does not agree to maintain the sidewalk, the State will not construct it, even if it is Page 5 warranted. However, the State will take reasonable actions to not preclude future additions of sidewalk at such locations. 6. Local Agency Does Not Choose To Participate — If the local agency chooses not to participate financially in the bicycle or pedestrian accommodation, the Department will request that that local agency pass a local resolution indicating their non -participation and have this noted in the Phase I Project Report, ADDITIONAL WORK MOT would be receptive to considering additional highway related work items suggested and paid for by the local agency for incorporation within the improvement, providing that the additional work items would not delay the implementation of the project. Such items could include lighting, over -size storm sewer, utilities, emergency vehicle pre-emption equipment etc. The local agency may be expected to provide plans, specifications, and estimates for such additional work that is requested to be incorporated into the contract plans for the State-owned portion of the project. Said plans and specifications shall be of such quality to facilitate inclusion in the contract package and shall be available in a timeframe consistent with anticipated contract processing schedules and deadlines. Page 6 ILLINOIS ROUTE 31— PHASE I STUDY ILLINOIS ROUTE 176 TO ILLINOIS ROUTE 120 IDOT Job Number P-91-135-99 ILLINOIS DEPARTMENT OF TRANSPORTATION Local Agency Meeting STV #40-15012 Minutes of Meeting DATE: February 2, 2015 MEETING DATE: January 22, 2015 LOCATION: City of McHenry City Hall 333 South Green Street McHenry, Illinois 60050 SUBJECT: Local Agency Meeting ATTENDANTS: AFFILIATION/POSITION Rich Stull City of McHenry Chad Pieper HR Green/City of McHenry Jon Schmitt City of McHenry Derik Morefield City of McHenry Wally Dittrich McHenry County DOT Mike Lesperance Nunda Township Road District Scott Czaplicki IDOT Bureau of Programming Lori Brown IDOT Bureau of Programming Perry Masourldis IDOT Hydraulics Engineer Santos Batista [DOT Hydraulics Engineer John Clark STV Incorporated Sanjay Joshi STV Incorporated Patrick McCluskey STV Incorporated PHONE E-MAIL 815-363-2186 tstull@ci.mchenry.il.us 815-7759-8346 cpieper@hrgreen.com 815-363-2186 jschmitt@ci.mchenry.il.us 815-363-2108 dmorefield@ci.mchenry.il.us 815-334-4980 wrdittrich@co.mchenry.il.us 815-459-4410 mike@nundaroaddistrict.com 847-705-4107 scott.czaplicki@illinois.gov 847-705-4477 lori.s.brown@illino[s.gov 847-705-4474 Eleftherios.Masouridis@illinois.gov 847-705-4764 Santos.Batista@illlnois.gov 312-553-8437 John.Clark@stvinc.om 312-553-8454 sanjay.joshi@stvinc.com 312-553-4165 patrick.mccluskey@stvinc.com ITEM# Action The purpose of the meeting was to review the current proposed geometric and drainage design in preparation for the public hearing. (within the City of McHenry, McHenry County, and Nunda Township limits). STV Client Meeting Minutes r STV9e-Wlt4-too Page 1 of 3 1. 1.0 Exhibits showing the proposed improvements within the Nunda Township limits were Info reviewed, and the Township stated the following concerns and requests: • The Township asked whether a traffic signal was proposed at the intersection of IL 31 and Ames Road. STV responded that no signal was proposed, because the Village of Prairie Grove plans to realign Ames Road to intersect IL 31 at Edgewood Road. • The Township stated they had no drainage -related questions or comments. 2.0 Exhibits showing the proposed improvements within the McHenry County limits were Info reviewed, and the County had no questions or comments regarding the geometrics or drainage. The County stated that they had no plan at this time to connect the proposed multi -use path that will be parallel to IL 31 to the existing Prairie Path west of the project limits due to the constraint of crossing the railroad. Furthermore, the County is not including as part of their Bull Valley Road improvements and does not want roadway lighting at the intersection of IL 31 and Bull Valley Road. • The Bull Valley Road / Charles J. Miller Road improvement project is scheduled for a January 30a' letting. 3.0 Exhibits showing the proposed improvements within the City of McHenry limits were Info/STV/ reviewed, and the City stated the following concerns and requests: City • The City requested that the proposed riverwalk bridge over Boone Creek be shown in the exhibit for the proposed detention pond adjacent to the riverwalk and Boone Creek. The City will transmit to STV a CADD file containing this information. • The City requested that conflicts between the proposed local storm sewer system relocation on 3rd Street and the existing sanitary sewer system be avoided. • The City requested that the outfall location of the proposed local storm sewer system relocation on 3rd Street be moved so that the outfall doesn't discharge water at the proposed riverwalk bridge. • The City indicated that there may be conflicts between existing sewers and other utilities with the proposed storm sewers. The conflicts will be identified and mitigated during Phase II. • The City confirmed agreement with the proposed layout of the detention pond at Outlet 22 north of Dartmoor Drive. • The City had no further questions or concerns regarding the proposed culvert crossing of the Unnamed Tributary to the Fox River south of Lillian Street. • The City stated that the developer of the proposed CVS in the northwest quadrant of the intersection of IL 31 and IL 120 would like full access instead of right -in, right -out only access, and stressed that the developer desired left -in access even if left -out access could not be provided. IDOT stated that the type of access will be determined during the highway permit approval process. • The City may consider installation of roadway lighting within a portion of or the entirety of the City limits if grant funding becomes available. They may desire lighting to the intersection of IL 31 and Lillian Street / Grove Avenue. �STV��: 100 STV Client Meeting Minutes Page 2 of 3 —�-� E�rtr�, g 4.0 IDOT reviewed the cost participation and maintenance items outlined in Exhibit A, and Info/ discussed potential cost sharing between the various local agencies and IDOT for the Local following potential project elements: Agencies • There are no proposed traffic signals at side streets under jurisdiction of the Township. The Township's cost share for the 0.7 miles of proposed sidewalk within the Township limits is estimated to be equal to $30,000, The Township's cost share for the 0.4 miles of proposed shared -use path within the Township limits is estimated to be equal to $17,000. The Township will need to assume maintenance of the sidewalk and paths. • McHenry County has no cost participation in the IL 31 project at this time, The County requested that IDOT transmit to the County copies of all cost participation letters sent to local agencies within the County limits. • The City of McHenry's cost share for three proposed traffic signals within the City limits are estimated to be equal to 104,000. The City's cost share for the2.3 miles of additional sidewalk within the City limits Is estimated to be equal to 98,000, The City's cost share for the1.9 miles of additional multi -use path within the City limits is estimated to be equal to $81,000. Existing sidewalk/paths will be replaced at 100% cost to IDOT, The City will need to assume maintenance of the sidewalk and paths, 5.0 ]DOT discussed and distributed the results of the noise analysis within undeveloped Info portions of the project. IDOT discussed what properties will be impacted by the project. 6.0 STV provided all three local agencies with a full size hard copy of the Existing and Local Proposed Drainage Plans for the project, for further review and comments, Agencies These minutes are considered an accurate account of discussions and/or events that took place at this meeting. These meeting minutes shall stand as written and accepted by all parties receiving a copy of these minutes unless written notification is received from recipients of these minutes within seven (7) days of the date of issue. Prepared by: Sanjay K. Joshi, PE Civil Engineer STV INCORPORATED Attachments: 1) Agenda 2) Attendance Roster STV Client Meeting Minutes ai STI� 1oa Page 3 of 3't'i AGENDA Illinois Route 31 Phase I Study: Illinois Route 176 to Illinois Route 120 McHenry County City of McHenry — City Hall 333 South Green Street McHenry, Illinois 60050 Thursday, January 22, 2015, 1:00 p.m. Geometrlcs and Drainage Review Meeting (City of McHenry McHenry County DOT & Nunda Township Highway Dent.? I. Welcome A. Introductions B. Meeting Overview II. Project Update A. Phase i Study Update B. Study Schedule Ili. Geometrics Review Comments A. Discuss local agency comments on preliminary plan and profile sheets submitted for review in October 2014 IV. Drainage A. General Overview of Existing vs. Proposed Drainage Design B. Concerns from previous meetings C. Review of Existing Drainage Plans (EDPs) D. Review of Proposed Drainage Plans (PDPs) a. Proposed Detention Pond Locations V. Cost Participation and Maintenance VI. General Discussion / Comments www.ILRoute3.l.conn ATTENDANCE ROSTER Illinois Route 31 Phase 1 Study:'�`"'�� City of McHenry— Clty Hall ILLI N O IS 333 South Green Street McHenry, Illinois 60050 <•< Thursday, January 22, 2015, 1:00 p.m. Geometrics and Drainage Review Mleting ATTENDEES REPRESENTING PHONE NUMBER EMAIL ADDRESS 1 c ' 2 ril�4A �EP� h�i2Gnet+/�'�l�. �- Tf'1•$3% ���in���e•�.er�►+-ti 3 JON ��rn ►'f �- Ci � O� i"� rya < S IS-363-Z1$4 - ' s +7►• ��,►� snr i. y 4 JV ;,d 7 sc tiG liGltt �p0�/cl�St{{fig(lt ($4�)�5- �}107 Scott G2��li�lC�©slti�di5.0Y �-1>i� ✓iJGC;� �— %+% — j�iFOG� �/1l/ f (t 9 JRn /✓ia Ted �/d _2'�DV % �/ r !� t��t/�c���1 c �i�l� 7US-�7GJ .{//,,- // ` �Lt✓�,uS,6e.�IJlal�1>lfi�ua�J. u 10 Erz.�� Otlr i ; S :�DoT�PtaG �I+Y�ru� 10 Wr-4q 11 �rrj•r c�� N� !uSlc��r� STG' f J-r-�C. ('L yS� L�� tj ���+'iC(t.,I17C��uS CC�'(tt%ts�;,��,t' t 12 ��L►kL'fca(?c_ ,�� �vtc�vpcN�-� 31Z `�53 �N3�- JUI�t�.olc�r�C, r ���v►ke.c�vs� 13 5'TvZ rc. ?12�'SS.3-�`!S" i Sin � us' �►, sinc, 14 t 15 w',vw.l L Rotu te:31. corn U.1 r-w 5XA =jv dA EXHIBIT 6 CORRESPONDANCE WITH THE CITY OF MCHENRY From: Troy Strange[mailto:tstranae@ci.mchenry.il.usj Sent: Monday, August 28, 2017 9:30 AM To: Kiran Prajapati <kpraianati@singhinc,com> Subject: IL Route 31 Phase 1 Engineering, City Lighting Preferences Mr. Prajapati, Please see attached regarding the City of McHenry preferences for future street lighting installation along Route 31. Feel free to contact me should you have any questions. Troy Strange, P.E. Project Engineer City of McHenry, Department of Public Works 1415 Industrial Drive McHenry, Illinois 60050 Phone (815) 363-2125 Fax (815) 363-2214 tstrange@cLmchenry.il.us Department of Public Works Troy Strange, P.E. Project Engineer 1415 Industrial Drive McHenry, Illinois 60050 Phone: (815) 363-2186 Fax: (815) 363-2214 tstrange@cl.mchenry.1l.us MEMORANDUM DATE: 8/28/17 TO: Singh & Associates, Inc. Jon M. Schmitt, Public Works Director FROM: Troy Strange, City of McHenry Public Works RE: IL Route 31 Reconstruction, Phase 1, Street Lighting Preferences Street Lighting Limit Preference: The City prefers that the lighting be carried from Elm Street (IL 120) up to Lillian Street. This area is the commercial and retail corridor through the south portion of town and enhanced pedestrian and bicycle lighting would support this area. Completing the gap in street lighting from the limits of the IL 120 and IL 31 intersection project to west of the railroad tracks at Crystal Lake Road would be preferred and supported the City. Street Lighting Style: The City would prefer a similar or identical style to that of the IL 120 and 31 intersection project recently completed. Lights were a dual roadway luminaire and mid - mount pedestrian light with mounts for City banners. Excerpts from construction plans and photos are included for reference. The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest quality of programs and services in a customer -oriented, efficient and fiscally responsible manner. EX. BUILDING OR STRUCTURE EX. MUNICIPAL BOUNDARY---------1 EX. PROPERTY LINE' EX. RIGHT OF WAY LINE PROP. CENTERLINE PROP. LIMIT OF CONST. - (APPROXIMATE( PROP. RIGHT OF WAY LINE PROP. TEMP. EASEMENT LINE EX. FLOODPLAIN EX. WATERS OF THE U.S. (WOUS) EX. WETLANDS PROP. GRASS MEDIAN PROP. MEANDERING STREAM / BASIN PROP. PAVEMENT SURFACE PROP. RAISED CURB MEDIAN COMMERCIAL DISPLACEMENT RESIDENTIAL DISPLACEMENT DRAINAGE OUTFALL EX. TRAFFIC SIGNAL TO REMAIN PROPOSED TYPICAL SECTION EX. TRAFFIC SIGNAL TO BE REPLACED PROP. 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RAISED CURB MEDIAN COMMERCIAL DISPLACEMENT RESIDENTIAL DISPLACEMENT DRAINAGE OUTFALL nnc wui� KEY MAP Nam► -I\ a t ILLINOIS ROUTE 31 NORTH SECTION: NORTH OF BULL VALLEY ROAD TO ILLINOIS ROUTE 120 � inms sw�x n� s�cr vrrouw " -- _cam � PRELIMINARY SUBJECT TO CHANCE PUBLIC HEARING FEBRUARY 8. 2017 PREFERRED ALTERNATIVE SHEET 15 OF 15 CITY COUNCIL MEETING SIGN -IN FOR PUBLIC COMMENT / _3 Any person wishing to address the City Council will be required to step forward to the podium and identify themselves for the record and will be asked but not required to provide their address. Public comment may be restricted to three -minutes for each individual speaker. Order and decorum shall be maintained at public meetings. Name Please Print Address Phone No. Topic of Discussion r AA A ` I G. 4 7 rr