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Home My WebLink AboutOrdinances - 21-58 - 11/01/2021 - SSA 12 AuthentixMail to: McHenry City Clerk 333 S Green St McHenry, IL 60050 miohnson@cityofmchenry.org Prepared By: McHenry City Clerk 333 S Green St McHenry, IL 60050 COVER SHEET Ordinance 21-58 AN ORDINANCE ESTABLISHING THE CITY OF MCHENRY BACKUP SPECIAL SERVICE AREA #12 FOR LOTS 1 AND 2 OF THE FINAL PLAT OF SUBDIVISION OF AUTHENTIX AT MCHENRY Passed November 1, 2021 CITY OF MCHENRY MCHENRY COUNTY STATE OF ILLINOIS Ordinance 21-58 AN ORDINANCE ESTABLISHING THE CITY OF MCHENRY BACKUP SPECIAL SERVICE AREA 912 FOR LOTS 1 AND 2 OF THE FINAL PLAT OF SUBDIVISION OF AUTHENTIX AT MCHENRY Passed by the Mayor and City Council Of the City of McHenry McHenry County State of Illinois November 1, 2021 Published in pamphlet form by authority of the Mayor and City Council of the City of McHenry, McHenry County, Illinois this 2nd day of November, 2021. ORDINANCE NO 21-58 AN ORDINANCE ESTABLISHING THE CITY OF MCHENRY BACKUP SPECIAL SERVICE AREA #12 FOR LOTS 1 AND 2 OF THE FINAL PLAT OF SUBDIVISION OF AUTHENTIX AT MCHENRY 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 constitutional authority for home rule powers is set forth in Article VII, Section 6, of the Constitution of the State of Illinois in force July 1, 1971, which provides in relevant part as follows: §6. Powers of Home Rule Units. Except as limited by this Section, a home rule unit may exercise any power and perform any function pertaining to its government affairs including, but not limited to, the power to regulate for the protection of the public health, safety, morals and welfare; to license; to tax; and to incur debt. WHEREAS, special service areas are established pursuant to the City's home rule powers and the provisions of the "Special Service Area Tax Law', 35 ILCS 200/27-5, et seq., as amended; and WHEREAS, it is in the public interest to establish a backup Special Service Area #12 for the area legally and commonly described in Exhibit A hereto and depicted in the map attached hereto as Exhibit B (the "Area"); and WHEREAS, the Area is compact and contiguous and is totally within the corporate limits of the City of McHenry, McHenry County, Illinois (the "City"); and WHEREAS, Continental 601 Fund LLC. (the "Contract Purchaser") is under contract to purchase a portion of the Area that will be known as Lot 1 of the Final Plat of Subdivision of Authentix at McHenry, which has been annexed to the City; and WHEREAS, Vantage McHenry Holdings, LLC. (the "Owner") or its successors and assigns may develop a portion of the Area that will be known as Lot 2 of the Final Plat of Subdivision of Authentix at McHenry; and WHEREAS, the Contract Purchaser is proposing to construct a storm water detention basin ("Stormwater Facilities") located at the north end of said Lot 1 which shall also service said Lot 2 for future development, as identified in the Stormwater Management Report (the "Stormwater Report") dated March 25, 2021, by V3 Company attached hereto as "EXHIBIT C)"; and WHEREAS, any future maintenance of the Stormwater Facilities by the City are special services which may lawfully be paid from additional taxes upon the Area; and WHEREAS, the City intends that the Stormwater Facilities be maintained in good working order, subject to availability of sufficient funds from a Special Service Area tax upon the Area; and WHEREAS, the City intends that an annual tax be levied upon all taxable property within the Area from time to time, in addition to all other taxes permitted by law, to pay for special services to Special Service Area No. 12, including all costs of operation, upkeep, maintenance, repair, replacement, alteration, safekeeping and improvement of the Stormwater Facilities (collectively, the "Special Services"). In the event the property owner(s) or their successors and assigns fail to maintain said Stormwater Facilities within 30 days of a written request by the City to undertake and complete such operation, upkeep, maintenance, repair, replacement, alteration, safekeeping and/or improvement of the Stormwater Facilities, as the case may be, in the City's sole discretion without the obligation to do so, the City may provide written notice to the owner(s) of record within the Area of any failures or deficiencies associated with the Stormwater Facilities and such owner(s) shall have a 30-day period for undertaking such operational changes, upkeep, maintenance, repair, replacement, alteration, safekeeping or improvement of the Stormwater Facilities as set forth in the City's notice. Unless emergency circumstances exist, the City shall wait 30 days' time from the date of its notice before the City undertakes such corrective action and provision of the Special Services in the City's sole discretion without the obligation to do so. Time is of the essence; and WHEREAS, the Area will benefit specifically from the Special Services and the Special Services are unique and in addition to municipal services provided to the City as a whole, and it is, therefore, in the best interests of the City that the establishment of a Special Service Area be established encompassing the Area; and WHEREAS, it is in the public interest that taxes be levied by the City at a rate or amount of tax sufficient to provide revenues required for the purpose of paying the cost of providing the Special Services through a Special Service Area encompassing the Area; and WHEREAS, an annual tax may be levied upon all taxable property with the Area from time to time,, as determined by the Mayor and City Council, in addition to all other taxes permitted by law, subject only to the limitations set forth herein. 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 preambles of this ordinance are hereby incorporated into this Ordinance as if set out herein in full. SECTION 2: The City of McHenry Special Service Area No. 12 encompassing the Area is established pursuant to the provisions of Article VII, Section 7 of the Constitution of the State of Illinois, and pursuant to the Special Service Area Tax Law, 35 ILCS 200/27-5, et seq. SECTION 3: (a) The City previously adopted Ordinance No. 21-31 on June 7, 2021, proposing the establishment of a special service area for the Area. The establishment of Special Service Area No.12 was considered at a public hearing held on August 30, 2021, at the McHenry Municipal Building of the City of McHenry, 333 South Green Street, McHenry , Illinois at 7:00 p.m. pursuant to notice duly published in the Northwest Herald and in accordance with the Special Service Area Tax Law at least fifteen (15) days prior to the hearing, and also pursuant to notice by certified mail, return receipt requested, addressed to the person in whose name the general taxes for the last preceding year was paid on each lot, block, tract, parcel of land lying within the proposed Special Service Area No. 12 as well as to the Contract Purchaser and Owner. A Certificate of Publication of Notice and an Affidavit of Mailing of Notice are attached hereto and made a part hereof as Exhibit D and Exhibit E respectively. Said notices conformed in all respects to the requirements of Section 27-25 of the Special Service Area Tax Law. (b) At the public hearing on July 19, 2021, all interested persons were given an opportunity to be heard on the questions of the creation of the propose Special Service Area for the Area and the levy of an annual special tax to pay for the Special Services, all as set forth in the notices. (c) After considering all information presented to the Mayor and Members of the City Council and at the public hearing, as well as any and all information subsequently received up until today's date, the Mayor and Members of the City Council find that it is in the public interest and in the interest of the City that the City of McHenry Special Service Area No. 12 for the Area, as hereinafter described, be established. (d) The territory within Special Service Area No. 12 is contiguous as required by the Special Service Area Tax Law. (e) An annual special tax based upon a special tax roll shall be levied against each lot and each parcel in the Area in an amount not to exceed .25% of the assessed value of the Area - per annum. Such rate of .25% of the assessed value of the Area — per annum -- would be the maximum rate of taxes to be extended within Special Service Area on an annual basis. The City hereby determines that such maximum tax rate bears a rational relationship between the amount of tax levied against each lot, block, tract and parcel of land in the Area and the Special Services that would be undertaken by the City. The term of Special Service Area No. 12 is perpetual, with no maximum term or number of years. The amount of the tax levy for Special Services pursuant to this Special Service Area No. 12 for the initial year for which taxes would bel levied would be no more than $10,000. (f) The City hereby determines and finds that the properties within Special Service Area No. 12 will benefit specially from the Special Services. SECTION 4. Special Service Area No. 12 is hereby Established. A special service area to be known and designated as "City of McHenry Special Service Area No. 12" is hereby established and shall consist of the Area. The nature of the Special Services within the Special Service Area No. 12 is for new construction and maintenance. Funds received from the Special Service Area No. 12 by the City may be used by the City or its designated contractor to pay for any and all Special Services. SECTION 5. Purpose of Special Service Area No. 12. The City of McHenry Special Service Area No. 12 is established to provide Special Services to serve directly the territory within Special Service Area No. 12, in addition to services provided in the City generally, so as to provide more adequate, efficient, and appropriate services. Special Service Area No. 12 is established for the purposes aforesaid, payable from the special taxes levied on the Area within the City of McHenry Special Service Area No. 12 in accordance with this Ordinance. Such special taxes shall be levied in addition to all other City taxes so levied. SECTION 6. Notice to Owners of Deficiency. In the event the property owner(s) within the Area or their successors and assigns fail to maintain said Stormwater Facilities within 30 days of a written request by the City to undertake and complete such operation, upkeep, maintenance, repair, replacement, alteration, safekeeping and/or improvement of the Stormwater Facilities, as the case may be, in the City's sole discretion without the obligation to do so, the City may provide written notice to the owner(s) of record within the Area of any failures or deficiencies associated with the Stormwater Facilities and such owner(s) within the Area shall have a 30-day period for undertaking such operational changes, upkeep, maintenance, repair, replacement, safekeeping, alteration or improvement of the Stormwater Facilities as set forth in the City's notice. Unless emergency circumstances exist, the City shall wait 30 days' time from the date of its notice before the City undertakes such corrective action and provision of the Special Services in the City's sole discretion without the obligation to do so. Time is of the essence. SECTION 7. Effective Date. No petition meeting the statutory requirements set forth in the Special Service Area Law has been filed objecting to the creation of Special Service Area No. 12, the levy or imposition of a tax, or its boundaries or other matters. As such, this Ordinance shall be in full force and effect upon its passage, approval, and publication in pamphlet manner form as provided by law. The City Clerk is hereby directed and ordered to file a certified copy of this Ordinance with the McHenry County Clerk, and record a certified copy of this Ordinance with the McHenry County Recorder's Office, each within sixty (60) days of the effective date hereof. SECTION 8: That all ordinances, orders and resolutions and parts thereof in conflict herewith be and the same are hereby superseded, and this ordinance shall be in full force and effect forthwith upon its adoption and approval. Passed this 1st day of November, 2021. Ayes Nays Absent Abstain Alderman Devine x Alderman Glab x Alderman Harding x Alderman Strach x Alderwoman Miller x Alderman Santi x Alderman McClatchey x Wayne ett, Mayor Trisha Ramel, City Clerk Exhibit A Legal Description of the Area PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 42.72 FEET (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST, 40.0 FEET), TO THE EAST RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 31 SAID LINE BEING 40.0 FEET EAST OF AND PARALLEL TO SAID CENTERLINE; THENCE NORTH 00 DEGREES 04 MINUTES 57 SECONDS WEST ALONG SAID LINE 507.0 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST 507.0 FEET), TO THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 2000R0060046; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG THE SOUTH LINE THEREOF, 405.18 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 98R00052114 FOR THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG SAID LINE, 528.84 FEET TO THE SOUTHEAST CORNER OF SAID PROPERTY DESCRIBED IN DOCUMENT NO.2000R0060046; THENCE NORTH 0 DEGREES 06 MINUTES 19 SECONDS WEST ALONG THE EAST LINE THEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 40 SECONDS WEST 100.30 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONG THE EAST LINE THEREOF, 302.77 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.77 FEET); THENCE SOUTH 89 DEGREES 53 MINUTES 39 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 198.02 FEET (DEED = SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 39 SECONDS WEST ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES 13 MINUTES 00 SECONDS WEST, 574.15 FEET) TO THE SOUTHERLY RIGHT-OF-WAY LINE OF F.A. ROUTE 201 AS DESCRIBED IN CIRCUIT COURT CASE 73-3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 296.12 FEET; THENCE SOUTH 65 DEGREES 39 MINUTES 38 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 400.78 FEET; THENCE SOUTH 62 DEGREES 05 MINUTES 03 SECONDS EAST, 132.39 FEET TO THE WEST LINE OF THE EAST 755.70 FEET OF SAID SOUTHEAST QUARTER, SAID LINE ALSO BEING THE WEST LINE OF THE OAKS OF MCHENRY PHASE 2, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER, ACCORDING TO THE PLAT THEREOF, RECORDED APRIL 28, 1999 AS DOCUMENT NO. 1999R0031334; THENCE SOUTH 0 DEGREES 04 MINUTES 30 SECONDS EAST ALONG SAID WEST LINE, 1090.14 FEETTO THE SOUTH LINE OF SAID SOUTHEAST QUARTER; THENCE SOUTH 89 DEGREES 35 MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE, 1458.85 FEET TO THE SOUTHEAST CORNER OF LOT 2 IN COLOMER SUBDIVISION, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER ACCORDING TO THE PLAT THEREOF, RECORDED JUNE 1, 1998 AS DOCUMENT NO. 98R00033676; THENCE NORTH 0 DEGREES 06 MINUTES 45 SECONDS EAST ALONG THE EAST LINE OF SAID LOT 2 AND THE EAST LINE OF THE PROPERTY DESCRIBED IN SAID DOCUMENT NO. 98R00052114, A DISTANCE OF 507.00 FEET TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS. PIN #s: 09-23-400-004 and 09-23-400-031, Lots 1 and 2 of the Authentix at McHenry subdivision The proposed special service area is located east of Route 31 and east, north and south of Blake Boulevard. FINAL PLAT OFSUBDIVISIONP.LN• o-2 010moa, AREA TABLE °' gi n "`� `�•� \ AUTHENTIX AT MCHENRY Ax ,� .� • -.•� j 1OrlueaMaliN linlal i1f1aF uew NRTOIINllOY116'A9Tg1Nrq Oi]lCIIIXIr]. roMxa,s4iNRix Ar+.o! wrwran,aorapoKYceaux wYauunmuYrv. woos. 'J • �p� '.gt�� 6Aa/S OFBEARINGS SITE f{31 l �. 'cmi i[ ovmd �ruo a :o a �( �11 Y - b■e I I � \ LoioNanuoC arts-. ml,rfpWLMGOM:NMAC 6rf e ri urtnv �1•A> On1ne arwe(gt 1.W W4Y{ wLL MEMlIpWIa MG ObtUW. G v _ GRAPHIC SCALE VICINITY MA I rGmraawiNrm LOTS RLXM r TOWNE CFMRa BUa I 1 tee, gRMnw LEGEND NOTES I I ------ arIffttrw+wrs t -_ ___ ,w GENERAL �___- r,------ --- NnlNmco e E wNo aa.mR .aMa RT xaaa. GWIL b Ypa�R® WMItW p1M I!b w Darmmll � I W rlwallC uR NxED! DINOMN6, [OMalaMlL! YRM !Ml! RAIYn! NA IOiAI wmMaoY coMnn onbuwsa IRrYN a MOMr. �` ��'� � .••� I � ,y '� ^ I S I I ... _ _ ..w. anr,dun a f .rn.,u. t w..a,mwaa abmawtaMantruT. ,tP,�P' I � cJ „ tL2 Ii�j( I l I`I ALMONDMW. art,.wc oRam x. ABBREYIA710NS LOTr TOWNE Raa IDFF CENMa3lm LOT 1 A I »etrm,ana a lei ctw•u......r I ,ore I ,I/ �l.rtrrW7 =I • � Area I trraacruooc smtbs,xn • I x00 Wig F a I gym, I +ao.3rl,� �� 1 BLAKE BOULEVARD c�ocaae,oaaaa,a rcrtrordanaula lMAlOC. a,nRmwa g rRra.o� 1 !b�l O lawn •�•b� aLlxw.twc •��•�•' - s,n :.alniq ,y NLOOL-. garatas, �.z DEVELOPER alcanasimtx Lea ConOnanta1561 Fund LLC ' W134 N875 ExeeuWe Parkway Menomonee Fells, W153051 n naYuw.m crNb -- - ---- ( "s 262 502 560D Contact Sonjamin Lang w "'" - SURVEYOR 3 V3 Companies, Ltd, I------ `„ 7325 Janes Avanuo I t Woodridge, IL 60517 I 630-724-9200 L LOT2 _ ____ Project Manager: Chuck Bartosz I ---q --- cbart0u®v3co.com ula+a+r3uxtmmMaRmoRMlwxnsaM corWtYaac.mesweuawdawarr lOax3 ••• ,wsmwuwara •n W14i ENGINEER raa .^x,Cplt OLwL QIaTS RM11a9100rAM➢OL2101MCn,n LWIV btA W!lC,rfNa . £ °�•�`� �•w tss V3 Componlos, Ltd. nbw _ -== L m°�---------c- ------------ --- ------- ` -_- _ 7325 JanesAvenuo -----------_----_-_- _ Woodrkigo, I111nols 60577 a°ig°i'�-==_=m''u a•amckaYacvr.==_= __ ___ +" ___ _ @g-=R+�aT- �$Q a vuoR+Naw ttwaaaum 630 724 9200 Prajoct Manager RyanWagnor,P.E wbxmq I4m1 vxYaarrulioe.mamwn x t 's $'Q£ 3`p ee Md*NAY OOMAON3 d T1IEOMMOFMOtENRYPHANI pp rwlaNunrb uoess,aro i MVIaltY luMl.Nr gmora Ptl100L.Rp DIEM! rwagnerQv3co.com.com ON MUlNRY COMMONS Su ON DOCabDMp SJaOM310M2 omanxwe 2 @ g Eaplrwar3 SDIotaIDO 7S25Jatro3AWm ,SUtte100 WoodTldpe. IL D0517 B00,72A,9200 voice OPER' CONTINENTAL PROPERTIES CO,. INC, W134 NM E7KCNNa PARKWAY FINAL PLATO�S,UBDIVISION AUTHENTCCAT MCHENRY. MCHENRY, ILUNOIS n•1.exw 20Tra DEgNY VP04.1 DDaou.rw $YNOy01a a7a•724•a9O4 fax 1 ?IFNDMDNEE FAtia,Wl S]031 dUI1wDCOMMLrlD. OY%.D, MOUECTxuNRR et¢ RM0. v3w�� nnYvroreo�ams a¢a� ;D M s^• • , 2 Exhibit C Stormwater Management Report dated March 25, 2021, by V3 Company PROJECT SITE: MCHENRY - AUTHENTIX EAST OF RICHMOND ROAD AND BLAKE ROAD CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS PREPARED FOR: CONTINENTAL 523 FUND LLC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WISCONSIN 53051 PREPARED BY: V3 COMPANIES 7325 JANES AVENUE WOODRIDGE, ILLINOIS 60517 630.724.9200 MARCH 25, 2021 V3 Companies Project No. 20776 FINAL STORMWATER MANAGEMENT REPORT TABLE OF CONTENTS Section 1 - Storm Water Management Narrative Section 2 - Storm Water Management Calculations - Existing Curve Number - Existing Time of Concentration - Existing Win TR-20 Output (Drainage to the West) - Proposed Runoff Coefficient - Proposed Time of Concentration - Proposed Curve Number - Proposed Stage Storage Discharge - Proposed Stage Storage Table - Proposed Win TR-20 Output Section 3 - Storm Water Exhibits - Existing Tributary Area Exhibit - Proposed Tributary Area Exhibit - Proposed Pervious Area Exhibit - ALTA/NSPS Land Title and Topographic Survey Section 4 - General Exhibits - Project Location Map - Aerial Map - USGS Topographic Map - USGS Hydrologic Atlas - FEMA FIRM - Flood Zones of McHenry County, Illinois, Map - National Wetland Inventory Map - Soil Survey of McHenry County Section 1 • Storm Water Management Narrative Stormwater Management Report for McHenry - Authentix East of Richmond Drive and Blake Road City of McHenry, McHenry County, Illinois OVERVIEW: The proposed McHenry – Authentix development is located east of the intersection of Richmond Drive and Blake Road, in the City of McHenry. The existing 20.60 +/- acre site is undeveloped farm land, with limited foliage. The proposed site will provide stormwater detention for all onsite drainage, and also for the future developed condition for the 7.58 +/- acres of farmland to the south. Under existing conditions, the site generally drains from west to east, then sheet flowing across the residential properties to the east. The property is located within the Upper Fox River watershed. PROPOSED STORMWATER MANAGEMENT SYSTEM: Continental Properties is proposing to develop the property with an apartment complex containing 12 2- story apartment buildings, a clubhouse with pool, at-grade parking including garages, and associated utility infrastructure. The project will also include a proposed detention basin located at the north end of the site. The existing 20.60-acre site is undeveloped farmland that drains via sheet flow from the west to the east. The 7.58-acre parcel south of the project site not currently being developed also sheet flows from west to east. Overall, the entirety of the property sheet drains across the residential properties on the west side of Hazelwood Drive. An Existing Tributary Area Exhibit can be found in Section 3 of this report. The proposed 20.60-acre project site is designed to drain into storm sewers that will convey stormwater into the proposed detention pond to the north before being released to the northeast through a restrictor structure. Overland overflow routes will also be provided to safely convey larger storm events through the project site and to the detention basin. Based on discussions with the adjacent property owner and the Village, the proposed detention basin has been designed to provide the required detention volume for the 20.60 acre proposed development in addition to the roughly 7.58-acre property to the south. Multiple storm sewer stubs have been provided at the south property line to allow for the future connection of that property to the detention basin when the 7.58 acres to the south is developed. As reflected on the Proposed Pervious Area Exhibit in Section 3, the proposed development is 38.1% pervious resulting in a proposed CN of 91. The detention basin was also designed based on the offsite property to the south having a future development CN of 91. According to the McHenry County Stormwater Management Ordinance the release rate requirements are 0.04 CFS/acre for the 2-year storm event, and 0.15 CFS/acre for the 100-year storm event. With a total tributary area of 28.18 +/- acres, the allowable detention basin release rate for the 2-year event is 1.13 cfs (28.18 * 0.04 = 1.13), and the allowable release rate for the 100-year event is 4.23 cfs (28.18 * 0.15 = 4.23). The required V3 Companies • 2 storage volume and release rates were analyzed with WIN-TR20 and those results can be found in Section 2 of this report. The restrictor orifices were sized per the required release rates, resulting in a two-stage restrictor structure to meet each release requirement. A 5.75” restrictor is provided at elevation 786.00 for the 2-year 24-hour event, and a 7” restrictor is provided at elevation 788.00 for the 100-year 24-hour event. The resulting actual release rates are less than the allowable release rates as summarized in the table below and the total storage capacity of the basin is 14.17 acre-ft. Existing Release Rate Allowable Release Rate Actual Release Rate Design HWL Actual HWL 2- Year Storm 7.03 cfs 1.13 cfs 1.08 cfs 788.00 787.78 100-Year Storm 20.75 cfs 4.23 cfs 4.02 cfs 791.00 790.92 STORM SEWER DESIGN: Proposed storm sewer will be designed for the 10-year 24-hour rainfall event as required by the McHenry County Stormwater Management Ordinance. EXISTING SOIL CHARACTERISTICS: The soils on the project are predominantly 570A Martinsville Silt Loam, and 327B Fox Silt Loam with a small area of 198A Elburn Silt Loam at the Northwest corner of the property per the Soil Survey of Cook County. EROSION CONTROL MEASURES: A stabilized construction entrance will be installed at the west entrance location on Blake Road. Silt fence will be installed along the perimeter of the proposed grading operations on the site and sediment traps will be placed in all the existing and proposed storm manholes in and around the site that are tributary to construction activities. The erosion control measures are reflected on the Erosion Control Plans within the Engineering Plans. In addition, a Stormwater Pollution Prevention Plan (SWPPP) will be prepared as required by the IEPA for NPDES SWPPP permitting. CONCLUSION: It is our opinion that the proposed stormwater management design conforms to the requirements of McHenry County Stormwater Management Ordinance. The proposed improvements do not impact the downstream storm water system or increase stormwater release from the project site. Section 2 • Storm Water Management Calculations - Existing Curve Number - Existing Time of Concentration - Existing Win TR-20 Output (Drainage to the West) - Proposed Runoff Coefficient - Proposed Time of Concentration - Proposed Curve Number - Proposed Stage Storage Discharge - Proposed Stage Storage Table - Proposed Win TR-20 Output Worksheet 2: Runoff curve number and runoff 1. Runoff curve number Area 3/24/2021 Developed Product of CN x area CN [1]Cover description By Present Project Authentix McHenry MSG Date DateRWLocationMcHenry Illinois Check one: Checked Soil name and hydrologic group CN (weighted) = total product/total area = ; 2. Runoff 88 31.67 2786.96Totals Use CN Row Crops Figure 2-488 Product of CN x area Figure 2-3Table 2-2Storm #1 Storm #2 Soil name and hydrologic group Storm #3 (appendix A)(cover type, treatment, and hydrologic condition; percent impervious; unconnected impervious area ratio) 88.00 [1] Use only one CN source per line C 2786.9631.67 Runoff, Q ………………..…… Rainfall, P (24-hour) ……..…. Frequency ……………..……. (Use P and CN with table 2-1, figure 2-1, or equations 2-3 and 2-4) in in yr mi2 acres % D-2 (210-VI-TR-55, Second Ed., June 1986) Project:McHenry - Authentix By:MSG Date:03/24/21 Location:City of McHenry Illinois Checked:RW Date: Circle One:Present Developed Circle One:Tc Tt through subareas Sheet Flow (Applicable to Tc only)Segment ID 1 1. Surface description (table 3-1)………………………………CULTIVATED SOILS 2. Manning's roughness coeff., n (table 3-1)……………………………….0.06 3. Flow Length, L (total L < 100 ft)……………………………………………….ft 100 4. Two-yr 24-hr rainfall, P2……………………………………………….in 3.34 5. Land slope, s……………………………………………………………………..ft / ft 0.020 6. Tt = 0.007 (nL)0.8 Compute Tt……………………………...hr 0.08 0.08 P2 0.5 s0.4 Shallow Concentrated Flow Segment ID 1 7. Surface Description (paved or unpaved)…………………………………UNPAVED 8. Flow Length, L……………………………………………………………………ft 1861 9. Watercourse slope, s……………………………………………………..ft / ft 0.015 10. Average velocity, V (figure 3-1)………………………………………ft / s 2 11. Tc = L Compute Tc……………………………...hr 0.26 0.26 3600 V Channel Flow Segment ID 12. Cross sectional flow area, a…………………………………………….ft2 13. Wetted perimeter, Pw………………………………………………………..ft 14. Hydraulic radius, r = a / Pw Compute r……………………ft 15. Channel slope, s………………………………………………………..ft / ft 16. Manning's roughness coeff., n……………………………………………….. 17. V = 1.49 r2/3 s1/2 Compute V……………………ft / s n 18. Flow length, L………………………………………………………………ft 1807 19. Tt = L Compute Tt……………………………...hr 0.00 0 3600 V 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)……………………………………..hr 0.34 Worksheet 3: Time of Concentration (Tc) or Travel Time (Tt) e:\2001\01060\Excel\Existing_Tc Calculation.xls 3/24/2021 WinTR-20 Printed Page File Beginning of Input Data List N:\2020\20776\Calcs&Data\LD\Storm\Existing 2_10_100_B75_Northeast.inp WinTR-20: version 3.20 0 0 0.1 0 20776 -- McHenry Authentix -- Bulletin 75 Northeast - 2, 10, 100 Year Existing - DATE (2021 0324) MSG SUB-AREA: Area 1 Outlet 0.0307812588. 0.34 STORM ANALYSIS: 2y,24h 3.34 Huff3-24 2 3.34 10y,24h 5.15 Huff3-24 2 3.34 100y,24h 8.57 Huff3-24 2 3.34 RAINFALL DISTRIBUTION: Huff1-5m 0.0034722 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-10m 0.0069444 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-15m 0.01041667 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-30m 0.020833 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-1 0.041667 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-2 0.083333 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-3 0.125 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-6 0.25 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff2-12 0.5 0.0000 0.0229 0.0482 0.0778 0.1133 0.1579 0.2139 0.2841 0.3644 0.4529 0.5435 0.6238 0.6976 0.7548 0.8038 0.8470 0.8781 0.9022 0.9217 0.9381 0.9529 0.9657 0.9774 0.9884 1.0000 Huff3-18 0.75 0.0000 0.0205 0.0431 0.0667 0.0912 0.1171 0.1436 0.1691 0.1964 0.2278 0.2633 0.3093 0.3635 0.4392 0.5211 0.6102 0.6989 0.7819 0.8492 0.8974 0.9311 0.9534 0.9706 0.9856 1.0000 Huff3-24 1. 0.0000 0.0205 0.0431 0.0667 0.0912 0.1171 0.1436 0.1691 0.1964 0.2278 0.2633 0.3093 0.3635 0.4392 0.5211 0.6102 0.6989 0.7819 0.8492 0.8974 0.9311 0.9534 0.9706 0.9856 1.0000 Huff4-48 2. 0.0000 0.0231 0.0479 0.0712 0.0978 0.1253 0.1523 0.1791 0.2033 0.2283 0.2541 0.2835 0.3125 0.3390 0.3633 0.3861 0.4124 0.4508 0.5129 0.5931 0.6919 0.8005 0.8971 0.9604 1.0000 Huff4-72 3. 0.0000 0.0231 0.0479 0.0712 0.0978 0.1253 0.1523 0.1791 0.2033 0.2283 0.2541 0.2835 0.3125 0.3390 0.3633 0.3861 0.4124 0.4508 0.5129 0.5931 0.6919 0.8005 0.8971 0.9604 1.0000 Huff4-120 5. 0.0000 0.0231 0.0479 0.0712 0.0978 0.1253 0.1523 0.1791 0.2033 0.2283 0.2541 0.2835 0.3125 0.3390 0.3633 0.3861 0.4124 0.4508 0.5129 0.5931 0.6919 0.8005 0.8971 0.9604 1.0000 Huff4-240 10. 0.0000 0.0231 0.0479 0.0712 0.0978 0.1253 0.1523 0.1791 0.2033 0.2283 0.2541 0.2835 0.3125 0.3390 0.3633 0.3861 0.4124 0.4508 0.5129 0.5931 0.6919 0.8005 0.8971 0.9604 1.0000 GLOBAL OUTPUT: 2 0.1 0.1 YNNNN YNNNNN WinTR-20 Printed Page File End of Input Data List 20776 -- McHenry Authentix -- Bulletin 75 Northeast - 2, 10, 100 Year Existing - DATE (2021 0324) MSG Name of printed page file: N:\2020\20776\Calcs&Data\LD\Storm\Existing 2_10_100_B75_Northeast.out STORM 2y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) Area 1 0.031 2.121 16.04 4.91 159.56 OUTLET 0.031 2.121 16.04 4.91 159.56 Line Start Time ------------ Flow Values @ time increment of 0.100 hr ------------ (hr) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 4.300 0.0 0.10 0.12 0.14 0.16 0.18 0.20 5.000 0.22 0.24 0.25 0.27 0.29 0.31 0.33 5.700 0.34 0.36 0.38 0.39 0.41 0.42 0.43 6.400 0.44 0.45 0.46 0.47 0.49 0.50 0.51 7.100 0.53 0.55 0.58 0.59 0.61 0.63 0.64 7.800 0.65 0.66 0.68 0.70 0.74 0.79 0.82 8.500 0.84 0.86 0.88 0.89 0.90 0.92 0.94 9.200 0.99 1.04 1.08 1.11 1.13 1.14 1.16 9.900 1.18 1.19 1.23 1.35 1.48 1.57 1.62 10.600 1.65 1.68 1.70 1.72 1.74 1.79 1.90 11.300 2.02 2.10 2.15 2.18 2.21 2.24 2.26 12.000 2.28 2.37 2.66 2.98 3.18 3.29 3.36 12.700 3.41 3.45 3.48 3.52 3.57 3.68 3.81 13.400 3.89 3.94 3.98 4.02 4.05 4.08 4.11 14.100 4.16 4.29 4.43 4.52 4.58 4.62 4.65 14.800 4.68 4.70 4.73 4.75 4.77 4.78 4.80 15.500 4.82 4.83 4.85 4.87 4.89 4.91 4.90 16.200 4.83 4.74 4.70 4.69 4.69 4.70 4.71 16.900 4.72 4.73 4.68 4.43 4.15 4.00 3.94 17.600 3.91 3.90 3.90 3.91 3.91 3.84 3.52 18.300 3.17 2.98 2.90 2.86 2.84 2.84 2.83 19.000 2.83 2.78 2.53 2.26 2.12 2.05 2.02 19.700 2.01 2.00 2.00 2.00 1.95 1.76 1.54 20.400 1.43 1.37 1.35 1.34 1.33 1.33 1.33 21.100 1.31 1.22 1.12 1.07 1.05 1.04 1.03 21.800 1.03 1.03 1.03 1.02 0.98 0.94 0.92 22.500 0.91 0.90 0.90 0.90 0.90 0.90 0.90 23.200 0.89 0.87 0.87 0.87 0.86 0.86 0.86 23.900 0.86 0.86 0.80 0.55 0.28 0.13 0.0 STORM 10y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) Area 1 0.031 3.810 16.03 8.27 268.57 OUTLET 0.031 3.810 16.03 8.27 268.57 WinTR-20 Version 3.20 Page 1 03/24/2021 15:06 20776 -- McHenry Authentix -- Bulletin 75 Northeast - 2, 10, 100 Year Existing - DATE (2021 0324) MSG Line Start Time ------------ Flow Values @ time increment of 0.100 hr ------------ (hr) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 2.900 0.0 0.13 0.17 0.21 0.25 0.29 0.33 3.600 0.37 0.40 0.44 0.47 0.51 0.54 0.58 4.300 0.63 0.67 0.70 0.74 0.77 0.80 0.83 5.000 0.86 0.89 0.92 0.96 0.99 1.02 1.04 5.700 1.07 1.10 1.12 1.14 1.16 1.17 1.18 6.400 1.19 1.21 1.23 1.25 1.27 1.28 1.30 7.100 1.33 1.37 1.42 1.45 1.48 1.50 1.52 7.800 1.54 1.56 1.57 1.61 1.70 1.79 1.85 8.500 1.89 1.92 1.94 1.96 1.98 2.00 2.04 9.200 2.13 2.24 2.30 2.34 2.37 2.40 2.42 9.900 2.44 2.46 2.53 2.76 3.02 3.17 3.26 10.600 3.31 3.35 3.38 3.41 3.43 3.50 3.70 11.300 3.92 4.06 4.14 4.19 4.22 4.26 4.28 12.000 4.31 4.45 4.98 5.56 5.90 6.08 6.18 12.700 6.25 6.30 6.34 6.38 6.45 6.63 6.83 13.400 6.96 7.03 7.08 7.12 7.16 7.19 7.22 14.100 7.29 7.50 7.73 7.87 7.94 7.99 8.03 14.800 8.06 8.09 8.11 8.13 8.14 8.15 8.16 15.500 8.18 8.20 8.21 8.23 8.25 8.26 8.24 16.200 8.10 7.95 7.87 7.84 7.83 7.83 7.84 16.900 7.85 7.86 7.77 7.34 6.88 6.63 6.51 17.600 6.46 6.44 6.44 6.44 6.44 6.32 5.79 18.300 5.22 4.90 4.76 4.69 4.66 4.65 4.64 19.000 4.64 4.55 4.14 3.70 3.46 3.35 3.30 19.700 3.28 3.27 3.26 3.26 3.18 2.86 2.52 20.400 2.32 2.24 2.20 2.18 2.17 2.16 2.16 21.100 2.13 1.98 1.83 1.74 1.70 1.69 1.68 21.800 1.67 1.67 1.67 1.66 1.59 1.53 1.49 22.500 1.47 1.46 1.46 1.46 1.46 1.46 1.45 23.200 1.44 1.42 1.41 1.41 1.40 1.40 1.40 23.900 1.40 1.40 1.30 0.90 0.45 0.21 0.0 STORM 100y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) Area 1 0.031 7.125 16.02 14.51 471.28 OUTLET 0.031 7.125 16.02 14.51 471.28 Line Start Time ------------ Flow Values @ time increment of 0.100 hr ------------ (hr) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 1.800 0.0 0.16 0.25 0.34 0.44 0.54 0.63 2.500 0.73 0.81 0.90 0.98 1.05 1.13 1.20 3.200 1.29 1.37 1.45 1.52 1.58 1.65 1.71 3.900 1.76 1.82 1.88 1.97 2.05 2.13 2.19 4.600 2.24 2.29 2.34 2.38 2.43 2.48 2.53 5.300 2.59 2.64 2.69 2.73 2.76 2.80 2.84 WinTR-20 Version 3.20 Page 2 03/24/2021 15:06 20776 -- McHenry Authentix -- Bulletin 75 Northeast - 2, 10, 100 Year Existing - DATE (2021 0324) MSG Line Start Time ------------ Flow Values @ time increment of 0.100 hr ------------ (hr) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 6.000 2.87 2.89 2.89 2.89 2.90 2.91 2.94 6.700 2.96 2.98 3.01 3.03 3.07 3.15 3.25 7.400 3.31 3.35 3.38 3.41 3.43 3.45 3.47 8.100 3.53 3.70 3.89 4.01 4.07 4.12 4.15 8.800 4.17 4.20 4.22 4.28 4.46 4.66 4.78 9.500 4.85 4.89 4.92 4.95 4.97 4.99 5.12 10.200 5.57 6.06 6.35 6.50 6.58 6.63 6.67 10.900 6.70 6.73 6.84 7.21 7.62 7.86 7.98 11.600 8.06 8.11 8.14 8.17 8.20 8.45 9.43 12.300 10.49 11.10 11.40 11.56 11.65 11.71 11.75 13.000 11.79 11.89 12.20 12.54 12.74 12.84 12.91 13.700 12.95 12.99 13.02 13.04 13.15 13.50 13.89 14.400 14.11 14.23 14.30 14.34 14.37 14.39 14.41 15.100 14.43 14.43 14.42 14.43 14.44 14.45 14.47 15.800 14.48 14.49 14.51 14.45 14.19 13.91 13.76 16.500 13.69 13.67 13.66 13.66 13.67 13.67 13.50 17.200 12.76 11.95 11.50 11.30 11.20 11.16 11.15 17.900 11.14 11.14 10.92 10.01 9.01 8.46 8.21 18.600 8.10 8.04 8.02 8.01 8.00 7.83 7.14 19.300 6.38 5.96 5.77 5.68 5.64 5.62 5.61 20.000 5.60 5.47 4.92 4.33 3.99 3.84 3.77 20.700 3.74 3.72 3.72 3.71 3.65 3.41 3.14 21.400 2.99 2.92 2.89 2.88 2.87 2.87 2.87 22.100 2.84 2.73 2.62 2.55 2.53 2.51 2.51 22.800 2.50 2.50 2.50 2.49 2.47 2.43 2.42 23.500 2.41 2.40 2.40 2.40 2.40 2.40 2.23 24.200 1.54 0.78 0.36 0.17 0.0 WinTR-20 Version 3.20 Page 3 03/24/2021 15:06 20776 -- McHenry Authentix -- Bulletin 75 Northeast - 2, 10, 100 Year Existing - DATE (2021 0324) MSG Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 2y,24h 10y,24h 100y,24h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) Area 1 0.031 4.91 8.27 14.51 OUTLET 0.031 4.91 8.27 14.51 WinTR-20 Version 3.20 Page 4 03/24/2021 15:06 RUNOFF COEFFICIENT CALCULATION PROJECT: Authentix - McHenry V3 FILE NO.: 20776 DATE: 03/24/21 PREPARED BY: MSG REVIEWED DATE:03/24/21 REVIEWED BY: RW Impervious Area (ACRE)12.75 Impervious c-factor 0.90 Pervious Area (ACRE)7.85 Pervious c-factor 0.45 TOTAL AREA (ACRE)20.60 0.90 * (Impervious Area) + 0.45 * (Pervious Area) 0.90 * (12.75 acres) + 0.45 * (7.85 acres) C =0.73 Total AreaC = C =20.60 Project:McHenry - Authentix By:MSG Date:03/22/21 Location:City of McHenry Illinois Checked:RW Date: Circle One:Present Developed Circle One:Tc Tt through subareas Sheet Flow (Applicable to Tc only)Segment ID 1. Surface description (table 3-1)………………………………grass 2. Manning's roughness coeff., n (table 3-1)……………………………….0.15 3. Flow Length, L (total L < 100 ft)……………………………………………….ft 100 4. Two-yr 24-hr rainfall, P2……………………………………………….in 3.34 5. Land slope, s……………………………………………………………………..ft / ft 0.020 6. Tt = 0.007 (nL)0.8 Compute Tt……………………………...hr 0.16 0.16 P2 0.5 s0.4 Shallow Concentrated Flow Segment ID 7. Surface Description (paved or unpaved)………………………………… 8. Flow Length, L……………………………………………………………………ft 9. Watercourse slope, s……………………………………………………..ft / ft 10. Average velocity, V (figure 3-1)………………………………………ft / s 11. Tc = L Compute Tc……………………………...hr 0.00 3600 V Channel Flow Segment ID 1 12. Cross sectional flow area, a…………………………………………….ft2 1.76715 13. Wetted perimeter, Pw………………………………………………………..ft 4.712 14. Hydraulic radius, r = a / Pw Compute r……………………ft 0.38 15. Channel slope, s………………………………………………………..ft / ft 0.003 16. Manning's roughness coeff., n………………………………………………..0.0012 17. V = 1.49 r2/3 s1/2 Compute V……………………ft / s 35.37 n 18. Flow length, L………………………………………………………………ft 1807 19. Tt = L Compute Tt……………………………...hr 0.01 0.014192 3600 V 20. Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)……………………………………..hr 0.17 Worksheet 3: Time of Concentration (Tc) or Travel Time (Tt) e:\2001\01060\Excel\Tc Calculation.xls 3/24/2021 Worksheet 2: Runoff curve number and runoff Check one: Checked Soil name and hydrologic group Project Authentix McHenry MSG Date DateRWLocationMcHenry Illinois 3/24/2021 Developed Product of CN x area CN [1]Cover description By Present Area 1. Runoff curve number CN (weighted) = total product/total area = ; Runoff, Q ………………..…… Rainfall, P (24-hour) ……..…. Frequency ……………..……. (Use P and CN with table 2-1, figure 2-1, or equations 2-3 and 2-4) in in yr Storm #3 (appendix A)(cover type, treatment, and hydrologic condition; percent impervious; unconnected impervious area ratio) 91.07 [1] Use only one CN source per line C C Open space - Lawns 933.949.53 Storm #1 Storm #2 Soil name and hydrologic group Product of CN x area Figure 2-3Table 2-27.85Figure 2-498Pavement 620.15 C Pond Below HWL 100 3.22 322 79 2. Runoff 91 20.60 1876.09Totals Use CN mi2 acres % D-2 (210-VI-TR-55, Second Ed., June 1986) STAGE DISCHARGE CALCULATION WORKSHEET PROJECT: FALSE V3 FILE NO.: 2 DATE: 2 PREPARED BY: EMERGENCY OVERFLOW WEIR ORIFICE 1 INFORMATION ORIFICE 2 INFORMATION WEIR COEFF.3.10 DIA. (inches)5.75 DIA. (inches)7 WEIR LENGTH (feet)10.00 AREA (feet2)0.180 AREA (feet2)0.267 WEIR CREST ELEVATION 791.00 DIS. COEFF.0.610 DIS. COEFF.0.610 CONTRACTIONS 2.00 ORIFICE INV ELEV.786.00 ORIFICE INV ELEV.788.00 C/L ELEV.786.24 C/L ELEV.788.29 OUTLET PIPE INFORMATION Applicable to Design?NO DIAMETER (inches) AREA (feet2)0.000 MANNING'S COEFFICIENT INLET DISCHARGE ELEVATION DISCHARGE INVERT ELEV DISCHARGE T/P ELEV 0.00 PIPE LENGTH (feet) PIPE SLOPE (FT/FT)0.0000 SUMMARY OF ALLOWABLE DISCHARGES 2-yr: Qrelease =1.12 cfs Qoffsite =cfs Qundetained =cfs Qallowable =1.12 cfs 100-yr: Qrelease =4.22 cfs Qoffsite =cfs Qundetained =cfs Qallowable =4.22 cfs v2.0 POND H2O TAIL WATER OUTLET PIPE Qpipe HEADoverflow Qoverflow HEADorifice(1)Qorifice(1)HEADorifice(2)Qorifice(2)QCONTROL ELEVATION ELEVATION HYDR. SLOPE (cfs)(ft)(cfs)(ft)(cfs)(ft)(cfs)(cfs) 786.00 0.00%0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.000 787.00 0.00%0.000 0.00 0.000 0.76 0.770 0.00 0.000 0.770 788.00 0.00%0.000 0.00 0.000 1.76 1.171 0.00 0.000 1.171 789.00 0.00%0.000 0.00 0.000 2.76 1.467 0.71 1.101 2.568 790.00 0.00%0.000 0.00 0.000 3.76 1.712 1.71 1.710 3.422 791.00 0.00%0.000 0.00 0.000 4.76 1.926 2.71 2.153 4.079 792.00 0.00%0.000 1.00 30.380 5.76 2.119 3.71 2.519 35.018 0.00%0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00%0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00%0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00%0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00%0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00%0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00%0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00%0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00%0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00%0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00%0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00%0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00%0.000 0.00 0.000 0.00 0.000 0.00 0.000 EQUATIONS MANNINGS EQUATION FOR OUTLET PIPE:ORIFICE 1:ORIFICE 2: Q = (1.486/n) x Apipe x (rh 2/3) x (S1/2)Q = Cd x Aorifice x (2 x g x H)1/2 Q = Cd x Aorifice x (2 x g x H)1/2 where:where:where: Apipe = AREA OF DISCHARGE PIPE Aorifice = AREA OF ORIFICE, ft2 Aorifice = AREA OF ORIFICE, ft2 n = MANNINGS ROUGHNESS CONSTANT Cd = DISCHARGE COEFFICIENT Cd = DISCHARGE COEFFICIENT rh = HYDRAULIC RADIUS OF DISCHARGE PIPE H = TOTAL HEAD, ft H = TOTAL HEAD, ft S = HYDRAULIC SLOPE OF DISCHARGE PIPE g = ACC. DUE TO GRAVITY g = ACC. DUE TO GRAVITY EMERGENCY OVERFLOW RECTANGULAR WEIR: Q = C x (L - 0.1 x i x H) x H^3/2 where: C = DISCHARGE COEFFICIENT H = TOTAL HEAD, ft L = WEIR OPENING WIDTH, ft i = NUMBER OF CONTRACTIONS NOTE: WHEN WSEL IS BELOW CL OF ORIFICE THEN WEIR FLOW THRU ORIFICE IS USED. WHEN WSEL IS BETWEEN CL AND TOP OF ORIFICE, WEIR FLOW & ORIFICE FLOW IS COMPARED AND MOST RESTRICTIVE FLOW VALUE IS USED. NOTE: WHEN WSEL IS BELOW CL OF ORIFICE THEN WEIR FLOW THRU ORIFICE IS USED. WHEN WSEL IS BETWEEN CL AND TOP OF ORIFICE, WEIR FLOW & ORIFICE FLOW IS COMPARED AND MOST RESTRICTIVE FLOW VALUE IS USED. Authentix - McHenry MSG 3/3/2021 20776 YES NORestrictor Pipe YES NOOrifice 1 YES NOOrifice 2 YES NOWeir Storm Inlet YES NO V3 Companies, LTD. Stage Storage Discharge - v2.0 PROJECT: 20776 - McHenry V3 FILE NO.: 20776 DATE: 03/22/21 PREPARED BY: MSG CHECKED BY: RW PROPOSED BASIN ELEVATION AREA AVERAGE STAGE CUMULATIVE (acres)AREA VOLUME VOLUME (acres)(acre-feet)(acre-feet) 786.00 2.46 0.00 2.530 2.530 787.0 2.60 2.53 2.680 2.680 788.0 2.76 5.21 2.832 2.832 789.0 2.91 8.04 2.987 2.987 790.0 3.06 11.03 3.144 3.144 791.0 3.22 14.17 Total Volume Provided = 14.17 ac-ft PROPOSED STORAGE BASIN COMMENT WinTR-20 Printed Page File Beginning of Input Data List N:\2020\20776\Calcs&Data\LD\Storm\McHenry Authentix TR-20 Crit Duration.inp WinTR-20: version 3.20 0 0 0.1 0 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 SUB-AREA: AREA 1 POND 1 0.0439062591. 0.17 STREAM REACH: POND 1 OUTLET POND 1 Y STORM ANALYSIS: 2m,5m 0.19 Huff1-5m 2 3.34 2m,10m 0.33 Huff1-10m 2 3.34 2m,15m 0.42 Huff1-15m 2 3.34 2m,30m 0.58 Huff1-30m 2 3.34 2m,1h 0.74 Huff1-1 2 3.34 2m,2h 0.91 Huff1-2 2 3.34 2m,3h 1.00 Huff1-3 2 3.34 2m,6h 1.18 Huff1-6 2 3.34 2m,12h 1.37 Huff2-12 2 3.34 2m,18h 1.48 Huff3-18 2 3.34 2m,24h 1.57 Huff3-24 2 3.34 2m,48h 1.72 Huff4-48 2 3.34 2m,72h 1.87 Huff4-72 2 3.34 2m,120h 2.08 Huff4-120 2 3.34 2m,240h 2.63 Huff4-240 2 3.34 3m,5m 0.22 Huff1-5m 2 3.34 3m,10m 0.38 Huff1-10m 2 3.34 3m,15m 0.49 Huff1-15m 2 3.34 3m,30m 0.66 Huff1-30m 2 3.34 3m,1h 0.84 Huff1-1 2 3.34 3m,2h 1.04 Huff1-2 2 3.34 3m,3h 1.15 Huff1-3 2 3.34 3m,6h 1.35 Huff1-6 2 3.34 3m,12h 1.56 Huff2-12 2 3.34 3m,18h 1.69 Huff3-18 2 3.34 3m,24h 1.80 Huff3-24 2 3.34 3m,48h 1.97 Huff4-48 2 3.34 3m,72h 2.14 Huff4-72 2 3.34 3m,120h 2.38 Huff4-120 2 3.34 3m,240h 3.01 Huff4-240 2 3.34 4m,5m 0.24 Huff1-5m 2 3.34 4m,10m 0.41 Huff1-10m 2 3.34 4m,15m 0.53 Huff1-15m 2 3.34 4m,30m 0.73 Huff1-30m 2 3.34 4m,1h 0.93 Huff1-1 2 3.34 4m,2h 1.14 Huff1-2 2 3.34 4m,3h 1.26 Huff1-3 2 3.34 4m,6h 1.48 Huff1-6 2 3.34 4m,12h 1.71 Huff2-12 2 3.34 4m,18h 1.85 Huff3-18 2 3.34 4m,24h 1.97 Huff3-24 2 3.34 4m,48h 2.16 Huff4-48 2 3.34 4m,72h 2.34 Huff4-72 2 3.34 4m,120h 2.61 Huff4-120 2 3.34 4m,240h 3.30 Huff4-240 2 3.34 6m,5m 0.27 Huff1-5m 2 3.34 6m,10m 0.47 Huff1-10m 2 3.34 6m,15m 0.61 Huff1-15m 2 3.34 6m,30m 0.83 Huff1-30m 2 3.34 6m,1h 1.05 Huff1-1 2 3.34 6m,2h 1.30 Huff1-2 2 3.34 6m,3h 1.44 Huff1-3 2 3.34 6m,6h 1.68 Huff1-6 2 3.34 6m,12h 1.95 Huff2-12 2 3.34 6m,18h 2.11 Huff3-18 2 3.34 6m,24h 2.24 Huff3-24 2 3.34 6m,48h 2.46 Huff4-48 2 3.34 6m,72h 2.67 Huff4-72 2 3.34 6m,120h 2.97 Huff4-120 2 3.34 6m,240h 3.76 Huff4-240 2 3.34 9m,5m 0.31 Huff1-5m 2 3.34 9m,10m 0.53 Huff1-10m 2 3.34 9m,15m 0.69 Huff1-15m 2 3.34 9m,30m 0.94 Huff1-30m 2 3.34 9m,1h 1.20 Huff1-1 2 3.34 9m,2h 1.48 Huff1-2 2 3.34 9m,3h 1.63 Huff1-3 2 3.34 9m,6h 1.91 Huff1-6 2 3.34 9m,12h 2.21 Huff2-12 2 3.34 9m,18h 2.39 Huff3-18 2 3.34 9m,24h 2.55 Huff3-24 2 3.34 9m,48h 2.79 Huff4-48 2 3.34 9m,72h 3.03 Huff4-72 2 3.34 9m,120h 3.37 Huff4-120 2 3.34 9m,240h 4.27 Huff4-240 2 3.34 1y,5m 0.33 Huff1-5m 2 3.34 1y,10m 0.58 Huff1-10m 2 3.34 1y,15m 0.75 Huff1-15m 2 3.34 1y,30m 1.03 Huff1-30m 2 3.34 1y,1h 1.30 Huff1-1 2 3.34 1y,2h 1.61 Huff1-2 2 3.34 1y,3h 1.77 Huff1-3 2 3.34 1y,6h 2.08 Huff1-6 2 3.34 1y,12h 2.41 Huff2-12 2 3.34 1y,18h 2.61 Huff3-18 2 3.34 1y,24h 2.77 Huff3-24 2 3.34 1y,48h 3.04 Huff4-48 2 3.34 1y,72h 3.30 Huff4-72 2 3.34 1y,120h 3.67 Huff4-120 2 3.34 1y,240h 4.65 Huff4-240 2 3.34 2y,5m 0.40 Huff1-5m 2 3.34 2y,10m 0.70 Huff1-10m 2 3.34 2y,15m 0.90 Huff1-15m 2 3.34 2y,30m 1.24 Huff1-30m 2 3.34 2y,1h 1.57 Huff1-1 2 3.34 2y,2h 1.94 Huff1-2 2 3.34 2y,3h 2.14 Huff1-3 2 3.34 2y,6h 2.51 Huff1-6 2 3.34 2y,12h 2.91 Huff2-12 2 3.34 2y,18h 3.14 Huff3-18 2 3.34 2y,24h 3.34 Huff3-24 2 3.34 2y,48h 3.66 Huff4-48 2 3.34 2y,72h 3.97 Huff4-72 2 3.34 2y,120h 4.42 Huff4-120 2 3.34 2y,240h 5.60 Huff4-240 2 3.34 5y,5m 0.52 Huff1-5m 2 3.34 5y,10m 0.90 Huff1-10m 2 3.34 5y,15m 1.16 Huff1-15m 2 3.34 5y,30m 1.59 Huff1-30m 2 3.34 5y,1h 2.02 Huff1-1 2 3.34 5y,2h 2.49 Huff1-2 2 3.34 5y,3h 2.75 Huff1-3 2 3.34 5y,6h 3.23 Huff1-6 2 3.34 5y,12h 3.74 Huff2-12 2 3.34 5y,18h 4.04 Huff3-18 2 3.34 5y,24h 4.30 Huff3-24 2 3.34 5y,48h 4.71 Huff4-48 2 3.34 5y,72h 5.08 Huff4-72 2 3.34 5y,120h 5.63 Huff4-120 2 3.34 5y,240h 7.09 Huff4-240 2 3.34 10y,5m 0.62 Huff1-5m 2 3.34 10y,10m 1.08 Huff1-10m 2 3.34 10y,15m 1.39 Huff1-15m 2 3.34 10y,30m 1.91 Huff1-30m 2 3.34 10y,1h 2.42 Huff1-1 2 3.34 10y,2h 2.99 Huff1-2 2 3.34 10y,3h 3.30 Huff1-3 2 3.34 10y,6h 3.86 Huff1-6 2 3.34 10y,12h 4.48 Huff2-12 2 3.34 10y,18h 4.84 Huff3-18 2 3.34 10y,24h 5.15 Huff3-24 2 3.34 10y,48h 5.62 Huff4-48 2 3.34 10y,72h 6.05 Huff4-72 2 3.34 10y,120h 6.68 Huff4-120 2 3.34 10y,240h 8.25 Huff4-240 2 3.34 25y,5m 0.77 Huff1-5m 2 3.34 25y,10m 1.35 Huff1-10m 2 3.34 25y,15m 1.74 Huff1-15m 2 3.34 25y,30m 2.39 Huff1-30m 2 3.34 25y,1h 3.03 Huff1-1 2 3.34 25y,2h 3.74 Huff1-2 2 3.34 25y,3h 4.13 Huff1-3 2 3.34 25y,6h 4.84 Huff1-6 2 3.34 25y,12h 5.61 Huff2-12 2 3.34 25y,18h 6.06 Huff3-18 2 3.34 25y,24h 6.45 Huff3-24 2 3.34 25y,48h 6.99 Huff4-48 2 3.34 25y,72h 7.49 Huff4-72 2 3.34 25y,120h 8.16 Huff4-120 2 3.34 25y,240h 9.90 Huff4-240 2 3.34 50y,5m 0.90 Huff1-5m 2 3.34 50y,10m 1.58 Huff1-10m 2 3.34 50y,15m 2.03 Huff1-15m 2 3.34 50y,30m 2.78 Huff1-30m 2 3.34 50y,1h 3.53 Huff1-1 2 3.34 50y,2h 4.35 Huff1-2 2 3.34 50y,3h 4.80 Huff1-3 2 3.34 50y,6h 5.63 Huff1-6 2 3.34 50y,12h 6.53 Huff2-12 2 3.34 50y,18h 7.05 Huff3-18 2 3.34 50y,24h 7.50 Huff3-24 2 3.34 50y,48h 8.13 Huff4-48 2 3.34 50y,72h 8.64 Huff4-72 2 3.34 50y,120h 9.39 Huff4-120 2 3.34 50y,240h 11.26 Huff4-240 2 3.34 100y,5m 1.03 Huff1-5m 2 3.34 100y,10m 1.80 Huff1-10m 2 3.34 100y,15m 2.32 Huff1-15m 2 3.34 100y,30m 3.17 Huff1-30m 2 3.34 100y,1h 4.03 Huff1-1 2 3.34 100y,2h 4.97 Huff1-2 2 3.34 100y,3h 5.49 Huff1-3 2 3.34 100y,6h 6.43 Huff1-6 2 3.34 100y,12h 7.46 Huff2-12 2 3.34 100y,18h 8.06 Huff3-18 2 3.34 100y,24h 8.57 Huff3-24 2 3.34 100y,48h 9.28 Huff4-48 2 3.34 100y,72h 9.85 Huff4-72 2 3.34 100y,120h 10.66 Huff4-120 2 3.34 100y,240h 12.65 Huff4-240 2 3.34 500y,5m 1.35 Huff1-5m 2 3.34 500y,10m 2.36 Huff1-10m 2 3.34 500y,15m 3.04 Huff1-15m 2 3.34 500y,30m 4.16 Huff1-30m 2 3.34 500y,1h 5.28 Huff1-1 2 3.34 500y,2h 6.52 Huff1-2 2 3.34 500y,3h 7.20 Huff1-3 2 3.34 500y,6h 8.43 Huff1-6 2 3.34 500y,12h 9.78 Huff2-12 2 3.34 500y,18h 10.57 Huff3-18 2 3.34 500y,24h 11.24 Huff3-24 2 3.34 500y,48h 12.10 Huff4-48 2 3.34 500y,72h 12.81 Huff4-72 2 3.34 500y,120h 13.81 Huff4-120 2 3.34 500y,240h 16.00 Huff4-240 2 3.34 STRUCTURE RATING: POND 1 786. 786. 0. 0. 787. 0.770 2.53 788. 1.171 5.21 789. 2.568 8.04 790. 3.422 11.03 791. 4.079 14.17 792. 35.062 17.0 RAINFALL DISTRIBUTION: Huff1-5m 0.0034722 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-10m 0.0069444 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-15m 0.01041667 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-30m 0.020833 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-1 0.041667 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-2 0.083333 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-3 0.125 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff1-6 0.25 0.0000 0.0836 0.1773 0.2811 0.3833 0.4745 0.5550 0.6225 0.6722 0.7082 0.7417 0.7697 0.7981 0.8255 0.8518 0.8740 0.8947 0.9117 0.9270 0.9403 0.9536 0.9656 0.9774 0.9885 1.0000 Huff2-12 0.5 0.0000 0.0229 0.0482 0.0778 0.1133 0.1579 0.2139 0.2841 0.3644 0.4529 0.5435 0.6238 0.6976 0.7548 0.8038 0.8470 0.8781 0.9022 0.9217 0.9381 0.9529 0.9657 0.9774 0.9884 1.0000 Huff3-18 0.75 0.0000 0.0205 0.0431 0.0667 0.0912 0.1171 0.1436 0.1691 0.1964 0.2278 0.2633 0.3093 0.3635 0.4392 0.5211 0.6102 0.6989 0.7819 0.8492 0.8974 0.9311 0.9534 0.9706 0.9856 1.0000 Huff3-24 1. 0.0000 0.0205 0.0431 0.0667 0.0912 0.1171 0.1436 0.1691 0.1964 0.2278 0.2633 0.3093 0.3635 0.4392 0.5211 0.6102 0.6989 0.7819 0.8492 0.8974 0.9311 0.9534 0.9706 0.9856 1.0000 Huff4-48 2. 0.0000 0.0231 0.0479 0.0712 0.0978 0.1253 0.1523 0.1791 0.2033 0.2283 0.2541 0.2835 0.3125 0.3390 0.3633 0.3861 0.4124 0.4508 0.5129 0.5931 0.6919 0.8005 0.8971 0.9604 1.0000 Huff4-72 3. 0.0000 0.0231 0.0479 0.0712 0.0978 0.1253 0.1523 0.1791 0.2033 0.2283 0.2541 0.2835 0.3125 0.3390 0.3633 0.3861 0.4124 0.4508 0.5129 0.5931 0.6919 0.8005 0.8971 0.9604 1.0000 Huff4-120 5. 0.0000 0.0231 0.0479 0.0712 0.0978 0.1253 0.1523 0.1791 0.2033 0.2283 0.2541 0.2835 0.3125 0.3390 0.3633 0.3861 0.4124 0.4508 0.5129 0.5931 0.6919 0.8005 0.8971 0.9604 1.0000 Huff4-240 10. 0.0000 0.0231 0.0479 0.0712 0.0978 0.1253 0.1523 0.1791 0.2033 0.2283 0.2541 0.2835 0.3125 0.3390 0.3633 0.3861 0.4124 0.4508 0.5129 0.5931 0.6919 0.8005 0.8971 0.9604 1.0000 GLOBAL OUTPUT: 2 0.1 0.1 YN N YN N WinTR-20 Printed Page File End of Input Data List 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Name of printed page file: N:\2020\20776\Calcs&Data\LD\Storm\McHenry Authentix TR-20 Crit Duration.out STORM 2m,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.0 0.08 0.0 0.0 POND 1 0.044 Upstream 0.0 0.08 0.0 0.0 POND 1 0.044 Downstream 0.0 786.00 0.08 0.0 0.0 OUTLET 0.044 0.0 0.08 0.0 0.0 STORM 2m,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.015 0.22 2.63 59.86 POND 1 0.044 Upstream 0.015 0.22 2.63 59.86 POND 1 0.044 Downstream 0.0 786.00 0.08 0.0 0.0 OUTLET 0.044 0.0 0.08 0.0 0.0 STORM 2m,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.041 0.26 5.34 121.53 POND 1 0.044 Upstream 0.041 0.26 5.34 121.53 POND 1 0.044 Downstream 0.0 786.00 0.07 0.0 0.0 OUTLET 0.044 0.0 0.07 0.0 0.0 STORM 2m,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.106 0.31 8.26 188.09 POND 1 0.044 Upstream 0.106 0.31 8.26 188.09 POND 1 0.044 Downstream 0.0 786.00 0.11 0.0 0.0 OUTLET 0.044 0.0 0.11 0.0 0.0 STORM 2m,1h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.192 0.39 9.74 221.93 POND 1 0.044 Upstream 0.192 0.39 9.74 221.93 WinTR-20 Version 3.20 Page 1 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) POND 1 0.044 Downstream 0.051 786.17 1.29 0.13 3.06 OUTLET 0.044 0.051 1.29 0.13 3.06 STORM 2m,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.298 0.62 9.10 207.23 POND 1 0.044 Upstream 0.298 0.62 9.10 207.23 POND 1 0.044 Downstream 0.157 786.27 2.24 0.21 4.69 OUTLET 0.044 0.157 2.24 0.21 4.69 STORM 2m,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.359 0.82 7.63 173.69 POND 1 0.044 Upstream 0.359 0.82 7.63 173.69 POND 1 0.044 Downstream 0.218 786.32 3.21 0.24 5.57 OUTLET 0.044 0.218 3.21 0.24 5.57 STORM 2m,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.489 1.55 5.45 124.15 POND 1 0.044 Upstream 0.489 1.55 5.45 124.15 POND 1 0.044 Downstream 0.347 786.41 6.16 0.32 7.27 OUTLET 0.044 0.347 6.16 0.32 7.27 STORM 2m,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.635 5.03 4.01 91.26 POND 1 0.044 Upstream 0.635 5.03 4.01 91.26 POND 1 0.044 Downstream 0.493 786.51 12.11 0.39 8.95 OUTLET 0.044 0.493 12.11 0.39 8.95 STORM 2m,18h WinTR-20 Version 3.20 Page 2 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.722 12.02 3.47 79.03 POND 1 0.044 Upstream 0.722 12.02 3.47 79.03 POND 1 0.044 Downstream 0.577 786.57 18.09 0.44 10.07 OUTLET 0.044 0.577 18.09 0.44 10.07 STORM 2m,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.795 16.02 2.84 64.76 POND 1 0.044 Upstream 0.795 16.02 2.84 64.76 POND 1 0.044 Downstream 0.648 786.60 24.06 0.46 10.53 OUTLET 0.044 0.648 24.06 0.46 10.53 STORM 2m,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.916 42.01 2.09 47.58 POND 1 0.044 Upstream 0.916 42.01 2.09 47.58 POND 1 0.044 Downstream 0.746 786.66 48.10 0.51 11.60 OUTLET 0.044 0.746 48.10 0.51 11.60 STORM 2m,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.037 63.00 1.56 35.46 POND 1 0.044 Upstream 1.037 63.00 1.56 35.46 POND 1 0.044 Downstream 0.852 786.67 72.06 0.51 11.69 OUTLET 0.044 0.852 72.06 0.51 11.69 STORM 2m,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.191 105.00 1.07 24.40 POND 1 0.044 Upstream 1.191 105.00 1.07 24.40 POND 1 0.044 Downstream 0.980 786.64 115.15 0.49 11.15 OUTLET 0.044 0.980 115.15 0.49 11.15 STORM 2m,240h WinTR-20 Version 3.20 Page 3 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.594 210.00 0.71 16.28 POND 1 0.044 Upstream 1.594 210.00 0.71 16.28 POND 1 0.044 Downstream 1.318 786.60 220.20 0.46 10.55 OUTLET 0.044 1.318 220.20 0.46 10.55 STORM 3m,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.0 0.06 0.0 0.0 POND 1 0.044 Upstream 0.0 0.06 0.0 0.0 POND 1 0.044 Downstream 0.0 786.00 0.06 0.0 0.0 OUTLET 0.044 0.0 0.06 0.0 0.0 STORM 3m,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.028 0.21 4.65 105.81 POND 1 0.044 Upstream 0.028 0.21 4.65 105.81 POND 1 0.044 Downstream 0.0 786.00 0.06 0.0 0.0 OUTLET 0.044 0.0 0.06 0.0 0.0 STORM 3m,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.066 0.24 8.54 194.46 POND 1 0.044 Upstream 0.066 0.24 8.54 194.46 POND 1 0.044 Downstream 0.0 786.00 0.07 0.0 0.0 OUTLET 0.044 0.0 0.07 0.0 0.0 STORM 3m,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.147 0.28 11.61 264.50 POND 1 0.044 Upstream 0.147 0.28 11.61 264.50 POND 1 0.044 Downstream 0.006 786.13 0.84 0.10 2.36 OUTLET 0.044 0.006 0.84 0.10 2.36 STORM 3m,1h WinTR-20 Version 3.20 Page 4 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.253 0.38 13.24 301.64 POND 1 0.044 Upstream 0.253 0.38 13.24 301.64 POND 1 0.044 Downstream 0.112 786.23 1.28 0.18 4.03 OUTLET 0.044 0.112 1.28 0.18 4.03 STORM 3m,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.387 0.61 12.02 273.79 POND 1 0.044 Upstream 0.387 0.61 12.02 273.79 POND 1 0.044 Downstream 0.246 786.35 2.23 0.27 6.09 OUTLET 0.044 0.246 2.23 0.27 6.09 STORM 3m,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.467 0.81 10.08 229.58 POND 1 0.044 Upstream 0.467 0.81 10.08 229.58 POND 1 0.044 Downstream 0.326 786.41 3.21 0.32 7.24 OUTLET 0.044 0.326 3.21 0.32 7.24 STORM 3m,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.620 1.53 6.94 157.96 POND 1 0.044 Upstream 0.620 1.53 6.94 157.96 POND 1 0.044 Downstream 0.478 786.52 6.15 0.40 9.20 OUTLET 0.044 0.478 6.15 0.40 9.20 STORM 3m,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.789 5.03 4.97 113.25 POND 1 0.044 Upstream 0.789 5.03 4.97 113.25 POND 1 0.044 Downstream 0.646 786.63 12.10 0.49 11.08 OUTLET 0.044 0.646 12.10 0.49 11.08 STORM 3m,18h WinTR-20 Version 3.20 Page 5 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.896 12.03 4.20 95.73 POND 1 0.044 Upstream 0.896 12.03 4.20 95.73 POND 1 0.044 Downstream 0.751 786.71 18.09 0.55 12.45 OUTLET 0.044 0.751 18.09 0.55 12.45 STORM 3m,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.989 16.02 3.45 78.56 POND 1 0.044 Upstream 0.989 16.02 3.45 78.56 POND 1 0.044 Downstream 0.842 786.74 24.06 0.57 13.04 OUTLET 0.044 0.842 24.06 0.57 13.04 STORM 3m,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.132 42.00 2.50 56.85 POND 1 0.044 Upstream 1.132 42.00 2.50 56.85 POND 1 0.044 Downstream 0.967 786.81 48.10 0.62 14.19 OUTLET 0.044 0.967 48.10 0.62 14.19 STORM 3m,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.277 63.00 1.85 42.13 POND 1 0.044 Upstream 1.277 63.00 1.85 42.13 POND 1 0.044 Downstream 1.102 786.81 72.06 0.62 14.17 OUTLET 0.044 1.102 72.06 0.62 14.17 STORM 3m,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.475 105.00 1.27 28.85 POND 1 0.044 Upstream 1.475 105.00 1.27 28.85 POND 1 0.044 Downstream 1.280 786.77 115.14 0.59 13.42 OUTLET 0.044 1.280 115.14 0.59 13.42 STORM 3m,240h WinTR-20 Version 3.20 Page 6 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.998 209.99 0.84 19.07 POND 1 0.044 Upstream 1.998 209.99 0.84 19.07 POND 1 0.044 Downstream 1.765 786.71 220.18 0.55 12.51 OUTLET 0.044 1.765 220.18 0.55 12.51 STORM 4m,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.001 0.17 0.34 7.64 POND 1 0.044 Upstream 0.001 0.17 0.34 7.64 POND 1 0.044 Downstream 0.0 786.00 0.10 0.0 0.0 OUTLET 0.044 0.0 0.10 0.0 0.0 STORM 4m,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.037 0.21 6.07 138.21 POND 1 0.044 Upstream 0.037 0.21 6.07 138.21 POND 1 0.044 Downstream 0.0 786.00 0.06 0.0 0.0 OUTLET 0.044 0.0 0.06 0.0 0.0 STORM 4m,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.083 0.23 10.62 241.88 POND 1 0.044 Upstream 0.083 0.23 10.62 241.88 POND 1 0.044 Downstream 0.0 786.00 0.06 0.0 0.0 OUTLET 0.044 0.0 0.06 0.0 0.0 STORM 4m,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.186 0.26 14.92 339.91 POND 1 0.044 Upstream 0.186 0.26 14.92 339.91 POND 1 0.044 Downstream 0.045 786.17 0.83 0.13 2.98 OUTLET 0.044 0.045 0.83 0.13 2.98 STORM 4m,1h WinTR-20 Version 3.20 Page 7 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.311 0.37 16.66 379.47 POND 1 0.044 Upstream 0.311 0.37 16.66 379.47 POND 1 0.044 Downstream 0.171 786.28 1.28 0.22 4.96 OUTLET 0.044 0.171 1.28 0.22 4.96 STORM 4m,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.459 0.59 14.41 328.15 POND 1 0.044 Upstream 0.459 0.59 14.41 328.15 POND 1 0.044 Downstream 0.319 786.41 2.22 0.32 7.22 OUTLET 0.044 0.319 2.22 0.32 7.22 STORM 4m,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.550 0.80 11.97 272.63 POND 1 0.044 Upstream 0.550 0.80 11.97 272.63 POND 1 0.044 Downstream 0.409 786.49 3.20 0.37 8.52 OUTLET 0.044 0.409 3.20 0.37 8.52 STORM 4m,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.724 1.31 8.11 184.69 POND 1 0.044 Upstream 0.724 1.31 8.11 184.69 POND 1 0.044 Downstream 0.582 786.61 6.15 0.47 10.73 OUTLET 0.044 0.582 6.15 0.47 10.73 STORM 4m,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.914 5.03 5.75 131.01 POND 1 0.044 Upstream 0.914 5.03 5.75 131.01 POND 1 0.044 Downstream 0.771 786.73 12.11 0.56 12.82 OUTLET 0.044 0.771 12.11 0.56 12.82 STORM 4m,18h WinTR-20 Version 3.20 Page 8 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.033 12.02 4.77 108.56 POND 1 0.044 Upstream 1.033 12.02 4.77 108.56 POND 1 0.044 Downstream 0.887 786.82 18.09 0.63 14.31 OUTLET 0.044 0.887 18.09 0.63 14.31 STORM 4m,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.136 16.02 3.90 88.81 POND 1 0.044 Upstream 1.136 16.02 3.90 88.81 POND 1 0.044 Downstream 0.988 786.85 24.05 0.66 14.93 OUTLET 0.044 0.988 24.05 0.66 14.93 STORM 4m,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.300 42.00 2.80 63.88 POND 1 0.044 Upstream 1.300 42.00 2.80 63.88 POND 1 0.044 Downstream 1.139 786.92 48.10 0.71 16.18 OUTLET 0.044 1.139 48.10 0.71 16.18 STORM 4m,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.457 63.00 2.07 47.07 POND 1 0.044 Upstream 1.457 63.00 2.07 47.07 POND 1 0.044 Downstream 1.286 786.91 72.06 0.70 16.01 OUTLET 0.044 1.286 72.06 0.70 16.01 STORM 4m,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.690 105.00 1.42 32.25 POND 1 0.044 Upstream 1.690 105.00 1.42 32.25 POND 1 0.044 Downstream 1.500 786.86 115.13 0.67 15.15 OUTLET 0.044 1.500 115.13 0.67 15.15 STORM 4m,240h WinTR-20 Version 3.20 Page 9 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.289 209.99 0.93 21.20 POND 1 0.044 Upstream 2.289 209.99 0.93 21.20 POND 1 0.044 Downstream 2.058 786.80 220.17 0.61 13.99 OUTLET 0.044 2.058 220.17 0.61 13.99 STORM 6m,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.005 0.16 0.95 21.60 POND 1 0.044 Upstream 0.005 0.16 0.95 21.60 POND 1 0.044 Downstream 0.0 786.00 0.07 0.0 0.0 OUTLET 0.044 0.0 0.07 0.0 0.0 STORM 6m,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.059 0.20 9.35 213.00 POND 1 0.044 Upstream 0.059 0.20 9.35 213.00 POND 1 0.044 Downstream 0.0 786.00 0.04 0.0 0.0 OUTLET 0.044 0.0 0.04 0.0 0.0 STORM 6m,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.121 0.22 15.33 349.25 POND 1 0.044 Upstream 0.121 0.22 15.33 349.25 POND 1 0.044 Downstream 0.0 786.00 0.05 0.0 0.0 OUTLET 0.044 0.0 0.05 0.0 0.0 STORM 6m,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.246 0.26 20.23 460.67 POND 1 0.044 Upstream 0.246 0.26 20.23 460.67 POND 1 0.044 Downstream 0.106 786.23 0.83 0.17 3.95 OUTLET 0.044 0.106 0.83 0.17 3.95 STORM 6m,1h WinTR-20 Version 3.20 Page 10 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.394 0.36 21.55 490.74 POND 1 0.044 Upstream 0.394 0.36 21.55 490.74 POND 1 0.044 Downstream 0.254 786.36 1.28 0.28 6.28 OUTLET 0.044 0.254 1.28 0.28 6.28 STORM 6m,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.581 0.57 18.44 420.00 POND 1 0.044 Upstream 0.581 0.57 18.44 420.00 POND 1 0.044 Downstream 0.440 786.52 2.23 0.40 9.12 OUTLET 0.044 0.440 2.23 0.40 9.12 STORM 6m,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.691 0.80 15.18 345.74 POND 1 0.044 Upstream 0.691 0.80 15.18 345.74 POND 1 0.044 Downstream 0.550 786.61 3.19 0.47 10.70 OUTLET 0.044 0.550 3.19 0.47 10.70 STORM 6m,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.889 1.31 10.10 230.13 POND 1 0.044 Upstream 0.889 1.31 10.10 230.13 POND 1 0.044 Downstream 0.748 786.75 6.15 0.58 13.16 OUTLET 0.044 0.748 6.15 0.58 13.16 STORM 6m,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.120 5.03 7.02 159.85 POND 1 0.044 Upstream 1.120 5.03 7.02 159.85 POND 1 0.044 Downstream 0.977 786.89 12.11 0.69 15.67 OUTLET 0.044 0.977 12.11 0.69 15.67 STORM 6m,18h WinTR-20 Version 3.20 Page 11 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.260 12.02 5.69 129.50 POND 1 0.044 Upstream 1.260 12.02 5.69 129.50 POND 1 0.044 Downstream 1.114 786.99 18.08 0.76 17.40 OUTLET 0.044 1.114 18.08 0.76 17.40 STORM 6m,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.375 16.01 4.62 105.14 POND 1 0.044 Upstream 1.375 16.01 4.62 105.14 POND 1 0.044 Downstream 1.227 787.03 24.05 0.78 17.77 OUTLET 0.044 1.227 24.05 0.78 17.77 STORM 6m,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.571 42.01 3.29 74.99 POND 1 0.044 Upstream 1.571 42.01 3.29 74.99 POND 1 0.044 Downstream 1.411 787.10 48.09 0.81 18.46 OUTLET 0.044 1.411 48.09 0.81 18.46 STORM 6m,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.760 63.00 2.42 55.20 POND 1 0.044 Upstream 1.760 63.00 2.42 55.20 POND 1 0.044 Downstream 1.591 787.09 72.06 0.81 18.34 OUTLET 0.044 1.591 72.06 0.81 18.34 STORM 6m,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.028 105.00 1.65 37.55 POND 1 0.044 Upstream 2.028 105.00 1.65 37.55 POND 1 0.044 Downstream 1.841 787.02 115.13 0.78 17.70 OUTLET 0.044 1.841 115.13 0.78 17.70 STORM 6m,240h WinTR-20 Version 3.20 Page 12 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.745 209.99 1.08 24.56 POND 1 0.044 Upstream 2.745 209.99 1.08 24.56 POND 1 0.044 Downstream 2.520 786.93 220.17 0.72 16.32 OUTLET 0.044 2.520 220.17 0.72 16.32 STORM 9m,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.011 0.15 2.18 49.56 POND 1 0.044 Upstream 0.011 0.15 2.18 49.56 POND 1 0.044 Downstream 0.0 786.00 0.05 0.0 0.0 OUTLET 0.044 0.0 0.05 0.0 0.0 STORM 9m,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.083 0.20 13.16 299.84 POND 1 0.044 Upstream 0.083 0.20 13.16 299.84 POND 1 0.044 Downstream 0.0 786.00 0.04 0.0 0.0 OUTLET 0.044 0.0 0.04 0.0 0.0 STORM 9m,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.163 0.21 20.65 470.28 POND 1 0.044 Upstream 0.163 0.21 20.65 470.28 POND 1 0.044 Downstream 0.023 786.15 0.63 0.12 2.63 OUTLET 0.044 0.023 0.63 0.12 2.63 STORM 9m,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.318 0.25 26.65 606.90 POND 1 0.044 Upstream 0.318 0.25 26.65 606.90 POND 1 0.044 Downstream 0.177 786.29 0.82 0.22 5.10 OUTLET 0.044 0.177 0.82 0.22 5.10 STORM 9m,1h WinTR-20 Version 3.20 Page 13 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.504 0.36 28.12 640.38 POND 1 0.044 Upstream 0.504 0.36 28.12 640.38 POND 1 0.044 Downstream 0.364 786.46 1.27 0.35 8.03 OUTLET 0.044 0.364 1.27 0.35 8.03 STORM 9m,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.724 0.56 23.25 529.48 POND 1 0.044 Upstream 0.724 0.56 23.25 529.48 POND 1 0.044 Downstream 0.583 786.65 2.22 0.50 11.36 OUTLET 0.044 0.583 2.22 0.50 11.36 STORM 9m,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.847 0.78 18.71 426.21 POND 1 0.044 Upstream 0.847 0.78 18.71 426.21 POND 1 0.044 Downstream 0.706 786.75 3.19 0.58 13.11 OUTLET 0.044 0.706 3.19 0.58 13.11 STORM 9m,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.085 1.30 12.47 283.99 POND 1 0.044 Upstream 1.085 1.30 12.47 283.99 POND 1 0.044 Downstream 0.944 786.92 6.15 0.70 16.05 OUTLET 0.044 0.944 6.15 0.70 16.05 STORM 9m,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.349 5.03 8.41 191.51 POND 1 0.044 Upstream 1.349 5.03 8.41 191.51 POND 1 0.044 Downstream 1.206 787.07 12.10 0.80 18.20 OUTLET 0.044 1.206 12.10 0.80 18.20 STORM 9m,18h WinTR-20 Version 3.20 Page 14 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.510 12.02 6.68 152.09 POND 1 0.044 Upstream 1.510 12.02 6.68 152.09 POND 1 0.044 Downstream 1.364 787.18 18.08 0.84 19.21 OUTLET 0.044 1.364 18.08 0.84 19.21 STORM 9m,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.655 16.02 5.44 123.90 POND 1 0.044 Upstream 1.655 16.02 5.44 123.90 POND 1 0.044 Downstream 1.507 787.23 24.06 0.86 19.66 OUTLET 0.044 1.507 24.06 0.86 19.66 STORM 9m,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.874 42.00 3.83 87.17 POND 1 0.044 Upstream 1.874 42.00 3.83 87.17 POND 1 0.044 Downstream 1.716 787.30 48.11 0.89 20.31 OUTLET 0.044 1.716 48.11 0.89 20.31 STORM 9m,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.094 63.00 2.81 64.03 POND 1 0.044 Upstream 2.094 63.00 2.81 64.03 POND 1 0.044 Downstream 1.928 787.29 72.07 0.88 20.15 OUTLET 0.044 1.928 72.07 0.88 20.15 STORM 9m,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.406 105.00 1.91 43.42 POND 1 0.044 Upstream 2.406 105.00 1.91 43.42 POND 1 0.044 Downstream 2.225 787.19 115.15 0.85 19.31 OUTLET 0.044 2.225 115.15 0.85 19.31 STORM 9m,240h WinTR-20 Version 3.20 Page 15 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.242 210.00 1.24 28.27 POND 1 0.044 Upstream 3.242 210.00 1.24 28.27 POND 1 0.044 Downstream 3.034 787.08 220.19 0.80 18.23 OUTLET 0.044 3.034 220.19 0.80 18.23 STORM 1y,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.015 0.15 2.95 67.28 POND 1 0.044 Upstream 0.015 0.15 2.95 67.28 POND 1 0.044 Downstream 0.0 786.00 0.04 0.0 0.0 OUTLET 0.044 0.0 0.04 0.0 0.0 STORM 1y,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.106 0.20 16.68 379.88 POND 1 0.044 Upstream 0.106 0.20 16.68 379.88 POND 1 0.044 Downstream 0.0 786.00 0.04 0.0 0.0 OUTLET 0.044 0.0 0.04 0.0 0.0 STORM 1y,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.198 0.21 24.98 568.96 POND 1 0.044 Upstream 0.198 0.21 24.98 568.96 POND 1 0.044 Downstream 0.057 786.18 0.63 0.14 3.18 OUTLET 0.044 0.057 0.63 0.14 3.18 STORM 1y,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.380 0.25 32.28 735.22 POND 1 0.044 Upstream 0.380 0.25 32.28 735.22 POND 1 0.044 Downstream 0.240 786.35 0.82 0.27 6.09 OUTLET 0.044 0.240 0.82 0.27 6.09 STORM 1y,1h WinTR-20 Version 3.20 Page 16 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.581 0.35 32.72 745.21 POND 1 0.044 Upstream 0.581 0.35 32.72 745.21 POND 1 0.044 Downstream 0.440 786.53 1.27 0.41 9.25 OUTLET 0.044 0.440 1.27 0.41 9.25 STORM 1y,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.830 0.56 26.85 611.56 POND 1 0.044 Upstream 0.830 0.56 26.85 611.56 POND 1 0.044 Downstream 0.690 786.74 2.22 0.57 13.03 OUTLET 0.044 0.690 2.22 0.57 13.03 STORM 1y,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.965 0.76 21.40 487.44 POND 1 0.044 Upstream 0.965 0.76 21.40 487.44 POND 1 0.044 Downstream 0.824 786.85 3.19 0.66 14.92 OUTLET 0.044 0.824 3.19 0.66 14.92 STORM 1y,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.234 1.30 14.25 324.53 POND 1 0.044 Upstream 1.234 1.30 14.25 324.53 POND 1 0.044 Downstream 1.093 787.04 6.15 0.79 17.88 OUTLET 0.044 1.093 6.15 0.79 17.88 STORM 1y,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.528 5.03 9.49 216.04 POND 1 0.044 Upstream 1.528 5.03 9.49 216.04 POND 1 0.044 Downstream 1.386 787.21 12.10 0.86 19.48 OUTLET 0.044 1.386 12.10 0.86 19.48 STORM 1y,18h WinTR-20 Version 3.20 Page 17 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.710 12.02 7.46 169.83 POND 1 0.044 Upstream 1.710 12.02 7.46 169.83 POND 1 0.044 Downstream 1.564 787.34 18.10 0.91 20.62 OUTLET 0.044 1.564 18.10 0.91 20.62 STORM 1y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.857 16.01 6.02 137.21 POND 1 0.044 Upstream 1.857 16.01 6.02 137.21 POND 1 0.044 Downstream 1.709 787.38 24.06 0.92 21.03 OUTLET 0.044 1.709 24.06 0.92 21.03 STORM 1y,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.106 42.00 4.23 96.37 POND 1 0.044 Upstream 2.106 42.00 4.23 96.37 POND 1 0.044 Downstream 1.950 787.46 48.11 0.95 21.74 OUTLET 0.044 1.950 48.11 0.95 21.74 STORM 1y,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.348 63.00 3.10 70.63 POND 1 0.044 Upstream 2.348 63.00 3.10 70.63 POND 1 0.044 Downstream 2.185 787.44 72.08 0.95 21.54 OUTLET 0.044 2.185 72.08 0.95 21.54 STORM 1y,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.692 105.00 2.10 47.80 POND 1 0.044 Upstream 2.692 105.00 2.10 47.80 POND 1 0.044 Downstream 2.516 787.33 115.17 0.90 20.57 OUTLET 0.044 2.516 115.17 0.90 20.57 STORM 1y,240h WinTR-20 Version 3.20 Page 18 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.615 210.00 1.36 31.02 POND 1 0.044 Upstream 3.615 210.00 1.36 31.02 POND 1 0.044 Downstream 3.417 787.19 220.22 0.85 19.29 OUTLET 0.044 3.417 220.22 0.85 19.29 STORM 2y,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.034 0.16 6.45 146.94 POND 1 0.044 Upstream 0.034 0.16 6.45 146.94 POND 1 0.044 Downstream 0.0 786.00 0.03 0.0 0.0 OUTLET 0.044 0.0 0.03 0.0 0.0 STORM 2y,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.169 0.18 26.28 598.45 POND 1 0.044 Upstream 0.169 0.18 26.28 598.45 POND 1 0.044 Downstream 0.028 786.15 0.58 0.12 2.72 OUTLET 0.044 0.028 0.58 0.12 2.72 STORM 2y,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.291 0.21 36.93 841.10 POND 1 0.044 Upstream 0.291 0.21 36.93 841.10 POND 1 0.044 Downstream 0.151 786.27 0.63 0.21 4.68 OUTLET 0.044 0.151 0.63 0.21 4.68 STORM 2y,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.535 0.24 46.56 1060.52 POND 1 0.044 Upstream 0.535 0.24 46.56 1060.52 POND 1 0.044 Downstream 0.394 786.49 0.82 0.38 8.57 OUTLET 0.044 0.394 0.82 0.38 8.57 STORM 2y,1h WinTR-20 Version 3.20 Page 19 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.797 0.34 45.85 1044.22 POND 1 0.044 Upstream 0.797 0.34 45.85 1044.22 POND 1 0.044 Downstream 0.657 786.72 1.26 0.56 12.69 OUTLET 0.044 0.657 1.26 0.56 12.69 STORM 2y,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.111 0.54 36.40 829.03 POND 1 0.044 Upstream 1.111 0.54 36.40 829.03 POND 1 0.044 Downstream 0.971 786.99 2.21 0.77 17.43 OUTLET 0.044 0.971 2.21 0.77 17.43 STORM 2y,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.287 0.70 28.99 660.36 POND 1 0.044 Upstream 1.287 0.70 28.99 660.36 POND 1 0.044 Downstream 1.146 787.13 3.20 0.82 18.70 OUTLET 0.044 1.146 3.20 0.82 18.70 STORM 2y,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.619 1.29 18.84 429.15 POND 1 0.044 Upstream 1.619 1.29 18.84 429.15 POND 1 0.044 Downstream 1.478 787.35 6.15 0.91 20.74 OUTLET 0.044 1.478 6.15 0.91 20.74 STORM 2y,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.987 5.02 12.19 277.72 POND 1 0.044 Upstream 1.987 5.02 12.19 277.72 POND 1 0.044 Downstream 1.845 787.58 12.11 1.00 22.80 OUTLET 0.044 1.845 12.11 1.00 22.80 STORM 2y,18h WinTR-20 Version 3.20 Page 20 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.201 12.01 9.33 212.49 POND 1 0.044 Upstream 2.201 12.01 9.33 212.49 POND 1 0.044 Downstream 2.056 787.72 18.10 1.06 24.11 OUTLET 0.044 2.056 18.10 1.06 24.11 STORM 2y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.389 16.01 7.53 171.56 POND 1 0.044 Upstream 2.389 16.01 7.53 171.56 POND 1 0.044 Downstream 2.242 787.78 24.07 1.08 24.68 OUTLET 0.044 2.242 24.07 1.08 24.68 STORM 2y,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.691 42.00 5.23 119.06 POND 1 0.044 Upstream 2.691 42.00 5.23 119.06 POND 1 0.044 Downstream 2.538 787.86 48.11 1.11 25.36 OUTLET 0.044 2.538 48.11 1.11 25.36 STORM 2y,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.985 62.99 3.82 86.93 POND 1 0.044 Upstream 2.985 62.99 3.82 86.93 POND 1 0.044 Downstream 2.827 787.83 72.08 1.10 25.07 OUTLET 0.044 2.827 72.08 1.10 25.07 STORM 2y,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.412 105.00 2.58 58.70 POND 1 0.044 Upstream 3.412 105.00 2.58 58.70 POND 1 0.044 Downstream 3.244 787.69 115.20 1.04 23.80 OUTLET 0.044 3.244 115.20 1.04 23.80 STORM 2y,240h WinTR-20 Version 3.20 Page 21 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.541 210.00 1.66 37.86 POND 1 0.044 Upstream 4.541 210.00 1.66 37.86 POND 1 0.044 Downstream 4.356 787.50 230.03 0.97 22.11 OUTLET 0.044 4.356 230.03 0.97 22.11 STORM 5y,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.079 0.15 14.74 335.60 POND 1 0.044 Upstream 0.079 0.15 14.74 335.60 POND 1 0.044 Downstream 0.0 786.00 0.02 0.0 0.0 OUTLET 0.044 0.0 0.02 0.0 0.0 STORM 5y,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.291 0.18 45.12 1027.74 POND 1 0.044 Upstream 0.291 0.18 45.12 1027.74 POND 1 0.044 Downstream 0.151 786.27 0.58 0.21 4.69 OUTLET 0.044 0.151 0.58 0.21 4.69 STORM 5y,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.474 0.19 60.39 1375.40 POND 1 0.044 Upstream 0.474 0.19 60.39 1375.40 POND 1 0.044 Downstream 0.334 786.43 0.62 0.33 7.62 OUTLET 0.044 0.334 0.62 0.33 7.62 STORM 5y,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.814 0.23 72.92 1660.90 POND 1 0.044 Upstream 0.814 0.23 72.92 1660.90 POND 1 0.044 Downstream 0.673 786.74 0.81 0.57 13.04 OUTLET 0.044 0.673 0.81 0.57 13.04 STORM 5y,1h WinTR-20 Version 3.20 Page 22 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.181 0.33 69.38 1580.14 POND 1 0.044 Upstream 1.181 0.33 69.38 1580.14 POND 1 0.044 Downstream 1.041 787.07 1.26 0.80 18.15 OUTLET 0.044 1.041 1.26 0.80 18.15 STORM 5y,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.601 0.51 53.19 1211.54 POND 1 0.044 Upstream 1.601 0.51 53.19 1211.54 POND 1 0.044 Downstream 1.461 787.41 2.23 0.93 21.29 OUTLET 0.044 1.461 2.23 0.93 21.29 STORM 5y,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.839 0.68 42.13 959.53 POND 1 0.044 Upstream 1.839 0.68 42.13 959.53 POND 1 0.044 Downstream 1.699 787.59 3.20 1.01 22.96 OUTLET 0.044 1.699 3.20 1.01 22.96 STORM 5y,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.286 1.05 27.20 619.55 POND 1 0.044 Upstream 2.286 1.05 27.20 619.55 POND 1 0.044 Downstream 2.145 787.90 6.15 1.13 25.76 OUTLET 0.044 2.145 6.15 1.13 25.76 STORM 5y,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.769 5.02 16.69 380.22 POND 1 0.044 Upstream 2.769 5.02 16.69 380.22 POND 1 0.044 Downstream 2.627 788.18 12.11 1.42 32.28 OUTLET 0.044 2.627 12.11 1.42 32.28 STORM 5y,18h WinTR-20 Version 3.20 Page 23 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.055 12.00 12.49 284.43 POND 1 0.044 Upstream 3.055 12.00 12.49 284.43 POND 1 0.044 Downstream 2.911 788.33 18.08 1.64 37.31 OUTLET 0.044 2.911 18.08 1.64 37.31 STORM 5y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.305 16.01 10.05 228.97 POND 1 0.044 Upstream 3.305 16.01 10.05 228.97 POND 1 0.044 Downstream 3.159 788.39 23.13 1.72 39.10 OUTLET 0.044 3.159 23.13 1.72 39.10 STORM 5y,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.700 41.99 6.90 157.16 POND 1 0.044 Upstream 3.700 41.99 6.90 157.16 POND 1 0.044 Downstream 3.550 788.46 48.09 1.82 41.42 OUTLET 0.044 3.550 48.09 1.82 41.42 STORM 5y,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.057 62.99 4.99 113.70 POND 1 0.044 Upstream 4.057 62.99 4.99 113.70 POND 1 0.044 Downstream 3.904 788.39 72.05 1.71 39.02 OUTLET 0.044 3.904 72.05 1.71 39.02 STORM 5y,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.591 104.99 3.34 76.14 POND 1 0.044 Upstream 4.591 104.99 3.34 76.14 POND 1 0.044 Downstream 4.429 788.23 115.15 1.49 33.87 OUTLET 0.044 4.429 115.15 1.49 33.87 STORM 5y,240h WinTR-20 Version 3.20 Page 24 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 6.015 210.00 2.13 48.52 POND 1 0.044 Upstream 6.015 210.00 2.13 48.52 POND 1 0.044 Downstream 5.838 788.02 230.05 1.20 27.34 OUTLET 0.044 5.838 230.05 1.20 27.34 STORM 10y,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.126 0.14 23.44 533.92 POND 1 0.044 Upstream 0.126 0.14 23.44 533.92 POND 1 0.044 Downstream 0.0 786.00 0.01 0.0 0.0 OUTLET 0.044 0.0 0.01 0.0 0.0 STORM 10y,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.416 0.18 64.30 1464.56 POND 1 0.044 Upstream 0.416 0.18 64.30 1464.56 POND 1 0.044 Downstream 0.275 786.38 0.57 0.29 6.68 OUTLET 0.044 0.275 0.57 0.29 6.68 STORM 10y,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.652 0.19 83.60 1904.06 POND 1 0.044 Upstream 0.652 0.19 83.60 1904.06 POND 1 0.044 Downstream 0.511 786.60 0.62 0.46 10.46 OUTLET 0.044 0.511 0.62 0.46 10.46 STORM 10y,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.085 0.23 99.03 2255.39 POND 1 0.044 Upstream 1.085 0.23 99.03 2255.39 POND 1 0.044 Downstream 0.945 786.99 0.81 0.76 17.38 OUTLET 0.044 0.945 0.81 0.76 17.38 STORM 10y,1h WinTR-20 Version 3.20 Page 25 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.538 0.32 91.50 2084.00 POND 1 0.044 Upstream 1.538 0.32 91.50 2084.00 POND 1 0.044 Downstream 1.397 787.37 1.26 0.92 20.96 OUTLET 0.044 1.397 1.26 0.92 20.96 STORM 10y,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.062 0.48 69.18 1575.57 POND 1 0.044 Upstream 2.062 0.48 69.18 1575.57 POND 1 0.044 Downstream 1.921 787.80 2.22 1.09 24.89 OUTLET 0.044 1.921 2.22 1.09 24.89 STORM 10y,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.352 0.66 54.32 1237.20 POND 1 0.044 Upstream 2.352 0.66 54.32 1237.20 POND 1 0.044 Downstream 2.212 788.03 3.20 1.21 27.53 OUTLET 0.044 2.212 3.20 1.21 27.53 STORM 10y,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.883 1.06 34.80 792.66 POND 1 0.044 Upstream 2.883 1.06 34.80 792.66 POND 1 0.044 Downstream 2.743 788.36 6.14 1.67 38.03 OUTLET 0.044 2.743 6.14 1.67 38.03 STORM 10y,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.478 5.01 20.69 471.27 POND 1 0.044 Upstream 3.478 5.01 20.69 471.27 POND 1 0.044 Downstream 3.337 788.65 12.09 2.08 47.31 OUTLET 0.044 3.337 12.09 2.08 47.31 STORM 10y,18h WinTR-20 Version 3.20 Page 26 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.826 12.00 15.27 347.87 POND 1 0.044 Upstream 3.826 12.00 15.27 347.87 POND 1 0.044 Downstream 3.683 788.83 18.06 2.33 53.15 OUTLET 0.044 3.683 18.06 2.33 53.15 STORM 10y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.127 16.01 12.27 279.40 POND 1 0.044 Upstream 4.127 16.01 12.27 279.40 POND 1 0.044 Downstream 3.983 788.89 22.04 2.42 55.10 OUTLET 0.044 3.983 22.04 2.42 55.10 STORM 10y,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.585 41.99 8.34 189.94 POND 1 0.044 Upstream 4.585 41.99 8.34 189.94 POND 1 0.044 Downstream 4.437 788.95 48.07 2.49 56.80 OUTLET 0.044 4.437 48.07 2.49 56.80 STORM 10y,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.005 63.00 6.01 136.93 POND 1 0.044 Upstream 5.005 63.00 6.01 136.93 POND 1 0.044 Downstream 4.853 788.83 69.24 2.32 52.95 OUTLET 0.044 4.853 69.24 2.32 52.95 STORM 10y,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.621 105.00 4.00 91.18 POND 1 0.044 Upstream 5.621 105.00 4.00 91.18 POND 1 0.044 Downstream 5.462 788.60 115.10 2.01 45.86 OUTLET 0.044 5.462 115.10 2.01 45.86 STORM 10y,240h WinTR-20 Version 3.20 Page 27 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 7.162 209.99 2.49 56.78 POND 1 0.044 Upstream 7.162 209.99 2.49 56.78 POND 1 0.044 Downstream 6.990 788.32 220.17 1.62 36.90 OUTLET 0.044 6.990 220.17 1.62 36.90 STORM 25y,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.210 0.14 38.86 885.13 POND 1 0.044 Upstream 0.210 0.14 38.86 885.13 POND 1 0.044 Downstream 0.069 786.19 0.54 0.15 3.37 OUTLET 0.044 0.069 0.54 0.15 3.37 STORM 25y,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.620 0.17 95.82 2182.45 POND 1 0.044 Upstream 0.620 0.17 95.82 2182.45 POND 1 0.044 Downstream 0.480 786.57 0.57 0.44 9.96 OUTLET 0.044 0.480 0.57 0.44 9.96 STORM 25y,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.940 0.19 121.57 2768.80 POND 1 0.044 Upstream 0.940 0.19 121.57 2768.80 POND 1 0.044 Downstream 0.799 786.86 0.62 0.66 15.09 OUTLET 0.044 0.799 0.62 0.66 15.09 STORM 25y,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.511 0.22 140.37 3196.97 POND 1 0.044 Upstream 1.511 0.22 140.37 3196.97 POND 1 0.044 Downstream 1.370 787.36 0.82 0.91 20.82 OUTLET 0.044 1.370 0.82 0.91 20.82 STORM 25y,1h WinTR-20 Version 3.20 Page 28 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.099 0.31 126.59 2883.21 POND 1 0.044 Upstream 2.099 0.31 126.59 2883.21 POND 1 0.044 Downstream 1.959 787.86 1.27 1.11 25.38 OUTLET 0.044 1.959 1.27 1.11 25.38 STORM 25y,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.769 0.47 94.01 2141.26 POND 1 0.044 Upstream 2.769 0.47 94.01 2141.26 POND 1 0.044 Downstream 2.628 788.38 2.21 1.71 38.84 OUTLET 0.044 2.628 2.21 1.71 38.84 STORM 25y,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.142 0.60 73.42 1672.30 POND 1 0.044 Upstream 3.142 0.60 73.42 1672.30 POND 1 0.044 Downstream 3.001 788.64 3.19 2.07 47.13 OUTLET 0.044 3.001 3.19 2.07 47.13 STORM 25y,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.827 1.05 46.73 1064.21 POND 1 0.044 Upstream 3.827 1.05 46.73 1064.21 POND 1 0.044 Downstream 3.686 789.03 6.13 2.60 59.14 OUTLET 0.044 3.686 6.13 2.60 59.14 STORM 25y,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.576 5.01 26.75 609.27 POND 1 0.044 Upstream 4.576 5.01 26.75 609.27 POND 1 0.044 Downstream 4.434 789.36 12.07 2.88 65.50 OUTLET 0.044 4.434 12.07 2.88 65.50 STORM 25y,18h WinTR-20 Version 3.20 Page 29 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.016 12.01 19.49 443.89 POND 1 0.044 Upstream 5.016 12.01 19.49 443.89 POND 1 0.044 Downstream 4.872 789.59 18.04 3.07 69.97 OUTLET 0.044 4.872 18.04 3.07 69.97 STORM 25y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.398 16.00 15.63 355.96 POND 1 0.044 Upstream 5.398 16.00 15.63 355.96 POND 1 0.044 Downstream 5.254 789.66 21.26 3.13 71.36 OUTLET 0.044 5.254 21.26 3.13 71.36 STORM 25y,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.928 42.00 10.49 238.97 POND 1 0.044 Upstream 5.928 42.00 10.49 238.97 POND 1 0.044 Downstream 5.781 789.67 48.07 3.14 71.56 OUTLET 0.044 5.781 48.07 3.14 71.56 STORM 25y,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 6.420 63.00 7.52 171.21 POND 1 0.044 Upstream 6.420 63.00 7.52 171.21 POND 1 0.044 Downstream 6.270 789.48 69.21 2.98 67.76 OUTLET 0.044 6.270 69.21 2.98 67.76 STORM 25y,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 7.080 105.00 4.93 112.28 POND 1 0.044 Upstream 7.080 105.00 4.93 112.28 POND 1 0.044 Downstream 6.925 789.10 115.08 2.66 60.49 OUTLET 0.044 6.925 115.08 2.66 60.49 STORM 25y,240h WinTR-20 Version 3.20 Page 30 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 8.799 210.00 3.01 68.49 POND 1 0.044 Upstream 8.799 210.00 3.01 68.49 POND 1 0.044 Downstream 8.630 788.70 220.13 2.14 48.82 OUTLET 0.044 8.630 220.13 2.14 48.82 STORM 50y,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.292 0.14 54.01 1230.14 POND 1 0.044 Upstream 0.292 0.14 54.01 1230.14 POND 1 0.044 Downstream 0.151 786.27 0.53 0.21 4.69 OUTLET 0.044 0.151 0.53 0.21 4.69 STORM 50y,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.806 0.17 124.55 2836.84 POND 1 0.044 Upstream 0.806 0.17 124.55 2836.84 POND 1 0.044 Downstream 0.665 786.74 0.57 0.57 12.95 OUTLET 0.044 0.665 0.57 0.57 12.95 STORM 50y,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.190 0.18 154.77 3525.09 POND 1 0.044 Upstream 1.190 0.18 154.77 3525.09 POND 1 0.044 Downstream 1.049 787.08 0.61 0.80 18.31 OUTLET 0.044 1.049 0.61 0.80 18.31 STORM 50y,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.867 0.22 175.41 3995.08 POND 1 0.044 Upstream 1.867 0.22 175.41 3995.08 POND 1 0.044 Downstream 1.727 787.67 0.81 1.04 23.64 OUTLET 0.044 1.727 0.81 1.04 23.64 STORM 50y,1h WinTR-20 Version 3.20 Page 31 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.569 0.31 156.09 3555.06 POND 1 0.044 Upstream 2.569 0.31 156.09 3555.06 POND 1 0.044 Downstream 2.429 788.25 1.26 1.52 34.59 OUTLET 0.044 2.429 1.26 1.52 34.59 STORM 50y,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.353 0.46 114.56 2609.12 POND 1 0.044 Upstream 3.353 0.46 114.56 2609.12 POND 1 0.044 Downstream 3.213 788.84 2.20 2.35 53.50 OUTLET 0.044 3.213 2.20 2.35 53.50 STORM 50y,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.788 0.58 89.32 2034.30 POND 1 0.044 Upstream 3.788 0.58 89.32 2034.30 POND 1 0.044 Downstream 3.647 789.13 3.18 2.68 61.06 OUTLET 0.044 3.647 3.18 2.68 61.06 STORM 50y,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.595 1.04 56.35 1283.42 POND 1 0.044 Upstream 4.595 1.04 56.35 1283.42 POND 1 0.044 Downstream 4.455 789.57 6.13 3.05 69.48 OUTLET 0.044 4.455 6.13 3.05 69.48 STORM 50y,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.477 5.01 31.65 720.86 POND 1 0.044 Upstream 5.477 5.01 31.65 720.86 POND 1 0.044 Downstream 5.335 789.95 12.08 3.38 77.05 OUTLET 0.044 5.335 12.08 3.38 77.05 STORM 50y,18h WinTR-20 Version 3.20 Page 32 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.988 12.01 22.89 521.31 POND 1 0.044 Upstream 5.988 12.01 22.89 521.31 POND 1 0.044 Downstream 5.845 790.21 18.04 3.56 81.08 OUTLET 0.044 5.845 18.04 3.56 81.08 STORM 50y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 6.431 16.00 18.33 417.41 POND 1 0.044 Upstream 6.431 16.00 18.33 417.41 POND 1 0.044 Downstream 6.287 790.28 21.37 3.61 82.17 OUTLET 0.044 6.287 21.37 3.61 82.17 STORM 50y,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 7.052 42.00 12.27 279.57 POND 1 0.044 Upstream 7.052 42.00 12.27 279.57 POND 1 0.044 Downstream 6.906 790.28 48.07 3.61 82.13 OUTLET 0.044 6.906 48.07 3.61 82.13 STORM 50y,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 7.556 62.99 8.71 198.48 POND 1 0.044 Upstream 7.556 62.99 8.71 198.48 POND 1 0.044 Downstream 7.407 790.01 69.21 3.43 78.11 OUTLET 0.044 7.407 69.21 3.43 78.11 STORM 50y,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 8.298 104.99 5.70 129.74 POND 1 0.044 Upstream 8.298 104.99 5.70 129.74 POND 1 0.044 Downstream 8.143 789.54 115.08 3.03 69.06 OUTLET 0.044 8.143 115.08 3.03 69.06 STORM 50y,240h WinTR-20 Version 3.20 Page 33 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 10.150 209.99 3.43 78.11 POND 1 0.044 Upstream 10.150 209.99 3.43 78.11 POND 1 0.044 Downstream 9.985 788.98 220.12 2.54 57.85 OUTLET 0.044 9.985 220.12 2.54 57.85 STORM 100y,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.380 0.14 70.37 1602.67 POND 1 0.044 Upstream 0.380 0.14 70.37 1602.67 POND 1 0.044 Downstream 0.240 786.35 0.53 0.27 6.11 OUTLET 0.044 0.240 0.53 0.27 6.11 STORM 100y,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.991 0.17 153.21 3489.42 POND 1 0.044 Upstream 0.991 0.17 153.21 3489.42 POND 1 0.044 Downstream 0.850 786.91 0.57 0.70 15.92 OUTLET 0.044 0.850 0.57 0.70 15.92 STORM 100y,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.448 0.18 189.10 4306.94 POND 1 0.044 Upstream 1.448 0.18 189.10 4306.94 POND 1 0.044 Downstream 1.307 787.31 0.62 0.89 20.35 OUTLET 0.044 1.307 0.62 0.89 20.35 STORM 100y,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.230 0.22 211.25 4811.45 POND 1 0.044 Upstream 2.230 0.22 211.25 4811.45 POND 1 0.044 Downstream 2.090 787.98 0.82 1.16 26.52 OUTLET 0.044 2.090 0.82 1.16 26.52 STORM 100y,1h WinTR-20 Version 3.20 Page 34 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.046 0.30 186.13 4239.27 POND 1 0.044 Upstream 3.046 0.30 186.13 4239.27 POND 1 0.044 Downstream 2.906 788.63 1.25 2.06 46.81 OUTLET 0.044 2.906 1.25 2.06 46.81 STORM 100y,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.953 0.45 135.70 3090.66 POND 1 0.044 Upstream 3.953 0.45 135.70 3090.66 POND 1 0.044 Downstream 3.812 789.30 2.20 2.82 64.29 OUTLET 0.044 3.812 2.20 2.82 64.29 STORM 100y,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.459 0.57 105.81 2409.87 POND 1 0.044 Upstream 4.459 0.57 105.81 2409.87 POND 1 0.044 Downstream 4.318 789.63 3.18 3.10 70.65 OUTLET 0.044 4.318 3.18 3.10 70.65 STORM 100y,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.378 1.04 66.08 1504.95 POND 1 0.044 Upstream 5.378 1.04 66.08 1504.95 POND 1 0.044 Downstream 5.238 790.11 6.14 3.49 79.58 OUTLET 0.044 5.238 6.14 3.49 79.58 STORM 100y,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 6.391 5.01 36.58 833.09 POND 1 0.044 Upstream 6.391 5.01 36.58 833.09 POND 1 0.044 Downstream 6.250 790.55 12.08 3.78 86.11 OUTLET 0.044 6.250 12.08 3.78 86.11 STORM 100y,18h WinTR-20 Version 3.20 Page 35 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 6.983 12.00 26.34 599.95 POND 1 0.044 Upstream 6.983 12.00 26.34 599.95 POND 1 0.044 Downstream 6.841 790.84 18.05 3.97 90.51 OUTLET 0.044 6.841 18.05 3.97 90.51 STORM 100y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 7.487 16.00 21.07 479.79 POND 1 0.044 Upstream 7.487 16.00 21.07 479.79 POND 1 0.044 Downstream 7.344 790.92 22.07 4.02 91.65 OUTLET 0.044 7.344 22.07 4.02 91.65 STORM 100y,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 8.190 41.99 14.07 320.39 POND 1 0.044 Upstream 8.190 41.99 14.07 320.39 POND 1 0.044 Downstream 8.044 790.89 48.08 4.01 91.28 OUTLET 0.044 8.044 48.08 4.01 91.28 STORM 100y,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 8.754 62.99 9.97 227.08 POND 1 0.044 Upstream 8.754 62.99 9.97 227.08 POND 1 0.044 Downstream 8.606 790.56 69.25 3.79 86.35 OUTLET 0.044 8.606 69.25 3.79 86.35 STORM 100y,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 9.557 105.00 6.49 147.72 POND 1 0.044 Upstream 9.557 105.00 6.49 147.72 POND 1 0.044 Downstream 9.405 790.01 115.09 3.43 78.06 OUTLET 0.044 9.405 115.09 3.43 78.06 STORM 100y,240h WinTR-20 Version 3.20 Page 36 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 11.532 209.88 3.86 87.92 POND 1 0.044 Upstream 11.532 209.88 3.86 87.92 POND 1 0.044 Downstream 11.370 789.28 220.12 2.81 63.91 OUTLET 0.044 11.370 220.12 2.81 63.91 STORM 500y,5m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 0.620 0.13 114.55 2608.94 POND 1 0.044 Upstream 0.620 0.13 114.55 2608.94 POND 1 0.044 Downstream 0.480 786.57 0.53 0.44 9.97 OUTLET 0.044 0.480 0.53 0.44 9.97 STORM 500y,10m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 1.484 0.17 229.67 5231.02 POND 1 0.044 Upstream 1.484 0.17 229.67 5231.02 POND 1 0.044 Downstream 1.343 787.34 0.57 0.91 20.65 OUTLET 0.044 1.343 0.57 0.91 20.65 STORM 500y,15m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 2.108 0.18 277.63 6323.22 POND 1 0.044 Upstream 2.108 0.18 277.63 6323.22 POND 1 0.044 Downstream 1.968 787.88 0.62 1.12 25.59 OUTLET 0.044 1.968 0.62 1.12 25.59 STORM 500y,30m Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 3.171 0.22 304.36 6932.03 POND 1 0.044 Upstream 3.171 0.22 304.36 6932.03 POND 1 0.044 Downstream 3.030 788.75 0.80 2.22 50.51 OUTLET 0.044 3.030 0.80 2.22 50.51 STORM 500y,1h WinTR-20 Version 3.20 Page 37 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 4.254 0.30 262.11 5969.69 POND 1 0.044 Upstream 4.254 0.30 262.11 5969.69 POND 1 0.044 Downstream 4.114 789.57 1.24 3.06 69.65 OUTLET 0.044 4.114 1.24 3.06 69.65 STORM 500y,2h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 5.467 0.44 189.07 4306.24 POND 1 0.044 Upstream 5.467 0.44 189.07 4306.24 POND 1 0.044 Downstream 5.326 790.42 2.20 3.70 84.19 OUTLET 0.044 5.326 2.20 3.70 84.19 STORM 500y,3h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 6.135 0.56 146.85 3344.68 POND 1 0.044 Upstream 6.135 0.56 146.85 3344.68 POND 1 0.044 Downstream 5.995 790.83 3.18 3.97 90.38 OUTLET 0.044 5.995 3.18 3.97 90.38 STORM 500y,6h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 7.349 1.03 90.28 2056.17 POND 1 0.044 Upstream 7.349 1.03 90.28 2056.17 POND 1 0.044 Downstream 7.209 791.21 6.03 10.59 241.30 OUTLET 0.044 7.209 6.03 10.59 241.30 STORM 500y,12h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 8.685 5.00 48.78 1111.07 POND 1 0.044 Upstream 8.685 5.00 48.78 1111.07 POND 1 0.044 Downstream 8.544 791.39 8.09 16.10 366.68 OUTLET 0.044 8.544 8.09 16.10 366.68 STORM 500y,18h WinTR-20 Version 3.20 Page 38 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 9.469 11.28 34.89 794.60 POND 1 0.044 Upstream 9.469 11.28 34.89 794.60 POND 1 0.044 Downstream 9.327 791.53 13.69 20.54 467.71 OUTLET 0.044 9.327 13.69 20.54 467.71 STORM 500y,24h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 10.134 15.02 27.89 635.13 POND 1 0.044 Upstream 10.134 15.02 27.89 635.13 POND 1 0.044 Downstream 9.992 791.50 18.09 19.64 447.29 OUTLET 0.044 9.992 18.09 19.64 447.29 STORM 500y,48h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 10.989 41.99 18.45 420.15 POND 1 0.044 Upstream 10.989 41.99 18.45 420.15 POND 1 0.044 Downstream 10.844 791.37 44.06 15.68 357.11 OUTLET 0.044 10.844 44.06 15.68 357.11 STORM 500y,72h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 11.695 62.99 13.03 296.83 POND 1 0.044 Upstream 11.695 62.99 13.03 296.83 POND 1 0.044 Downstream 11.549 791.23 66.05 11.25 256.17 OUTLET 0.044 11.549 66.05 11.25 256.17 STORM 500y,120h Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 12.689 104.99 8.44 192.21 POND 1 0.044 Upstream 12.689 104.99 8.44 192.21 POND 1 0.044 Downstream 12.540 791.04 110.18 5.45 124.17 OUTLET 0.044 12.540 110.18 5.45 124.17 STORM 500y,240h WinTR-20 Version 3.20 Page 39 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage Rain Gage Runoff ------------ Peak Flow ------------ Reach Area ID or Amount Elevation Time Rate Rate Identifier (sq mi) Location (in) (ft) (hr) (cfs) (csm) AREA 1 0.044 14.869 209.90 4.90 111.54 POND 1 0.044 Upstream 14.869 209.90 4.90 111.54 POND 1 0.044 Downstream 14.713 790.07 220.13 3.47 78.94 OUTLET 0.044 14.713 220.13 3.47 78.94 WinTR-20 Version 3.20 Page 40 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 2m,5m 2m,10m 2m,15m 2m,30m 2m,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 0.0 2.63 5.34 8.26 9.74 POND 1 0.044 0.0 2.63 5.34 8.26 9.74 DOWNSTREAM 0.0 0.0 0.0 0.0 0.13 OUTLET 0.044 0.0 0.0 0.0 0.0 0.13 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 2m,2h 2m,3h 2m,6h 2m,12h 2m,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 9.10 7.63 5.45 4.01 3.47 POND 1 0.044 9.10 7.63 5.45 4.01 3.47 DOWNSTREAM 0.21 0.24 0.32 0.39 0.44 OUTLET 0.044 0.21 0.24 0.32 0.39 0.44 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 2m,24h 2m,48h 2m,72h 2m,120h 2m,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 2.84 2.09 1.56 1.07 0.71 POND 1 0.044 2.84 2.09 1.56 1.07 0.71 DOWNSTREAM 0.46 0.51 0.51 0.49 0.46 OUTLET 0.044 0.46 0.51 0.51 0.49 0.46 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 3m,5m 3m,10m 3m,15m 3m,30m 3m,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 0.0 4.65 8.54 11.61 13.24 POND 1 0.044 0.0 4.65 8.54 11.61 13.24 DOWNSTREAM 0.0 0.0 0.0 0.10 0.18 OUTLET 0.044 0.0 0.0 0.0 0.10 0.18 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 3m,2h 3m,3h 3m,6h 3m,12h 3m,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 12.02 10.08 6.94 4.97 4.20 POND 1 0.044 12.02 10.08 6.94 4.97 4.20 DOWNSTREAM 0.27 0.32 0.40 0.49 0.55 OUTLET 0.044 0.27 0.32 0.40 0.49 0.55 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 3m,24h 3m,48h 3m,72h 3m,120h 3m,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 3.45 2.50 1.85 1.27 0.84 POND 1 0.044 3.45 2.50 1.85 1.27 0.84 DOWNSTREAM 0.57 0.62 0.62 0.59 0.55 OUTLET 0.044 0.57 0.62 0.62 0.59 0.55 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 4m,5m 4m,10m 4m,15m 4m,30m 4m,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) WinTR-20 Version 3.20 Page 41 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 4m,5m 4m,10m 4m,15m 4m,30m 4m,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 0.34 6.07 10.62 14.92 16.66 POND 1 0.044 0.34 6.07 10.62 14.92 16.66 DOWNSTREAM 0.0 0.0 0.0 0.13 0.22 OUTLET 0.044 0.0 0.0 0.0 0.13 0.22 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 4m,2h 4m,3h 4m,6h 4m,12h 4m,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 14.41 11.97 8.11 5.75 4.77 POND 1 0.044 14.41 11.97 8.11 5.75 4.77 DOWNSTREAM 0.32 0.37 0.47 0.56 0.63 OUTLET 0.044 0.32 0.37 0.47 0.56 0.63 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 4m,24h 4m,48h 4m,72h 4m,120h 4m,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 3.90 2.80 2.07 1.42 0.93 POND 1 0.044 3.90 2.80 2.07 1.42 0.93 DOWNSTREAM 0.66 0.71 0.70 0.67 0.61 OUTLET 0.044 0.66 0.71 0.70 0.67 0.61 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 6m,5m 6m,10m 6m,15m 6m,30m 6m,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 0.95 9.35 15.33 20.23 21.55 POND 1 0.044 0.95 9.35 15.33 20.23 21.55 DOWNSTREAM 0.0 0.0 0.0 0.17 0.28 OUTLET 0.044 0.0 0.0 0.0 0.17 0.28 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 6m,2h 6m,3h 6m,6h 6m,12h 6m,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 18.44 15.18 10.10 7.02 5.69 POND 1 0.044 18.44 15.18 10.10 7.02 5.69 DOWNSTREAM 0.40 0.47 0.58 0.69 0.76 OUTLET 0.044 0.40 0.47 0.58 0.69 0.76 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 6m,24h 6m,48h 6m,72h 6m,120h 6m,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 4.62 3.29 2.42 1.65 1.08 POND 1 0.044 4.62 3.29 2.42 1.65 1.08 DOWNSTREAM 0.78 0.81 0.81 0.78 0.72 OUTLET 0.044 0.78 0.81 0.81 0.78 0.72 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 9m,5m 9m,10m 9m,15m 9m,30m 9m,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) WinTR-20 Version 3.20 Page 42 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 9m,5m 9m,10m 9m,15m 9m,30m 9m,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 2.18 13.16 20.65 26.65 28.12 POND 1 0.044 2.18 13.16 20.65 26.65 28.12 DOWNSTREAM 0.0 0.0 0.12 0.22 0.35 OUTLET 0.044 0.0 0.0 0.12 0.22 0.35 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 9m,2h 9m,3h 9m,6h 9m,12h 9m,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 23.25 18.71 12.47 8.41 6.68 POND 1 0.044 23.25 18.71 12.47 8.41 6.68 DOWNSTREAM 0.50 0.58 0.70 0.80 0.84 OUTLET 0.044 0.50 0.58 0.70 0.80 0.84 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 9m,24h 9m,48h 9m,72h 9m,120h 9m,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 5.44 3.83 2.81 1.91 1.24 POND 1 0.044 5.44 3.83 2.81 1.91 1.24 DOWNSTREAM 0.86 0.89 0.88 0.85 0.80 OUTLET 0.044 0.86 0.89 0.88 0.85 0.80 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 1y,5m 1y,10m 1y,15m 1y,30m 1y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 2.95 16.68 24.98 32.28 32.72 POND 1 0.044 2.95 16.68 24.98 32.28 32.72 DOWNSTREAM 0.0 0.0 0.14 0.27 0.41 OUTLET 0.044 0.0 0.0 0.14 0.27 0.41 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 1y,2h 1y,3h 1y,6h 1y,12h 1y,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 26.85 21.40 14.25 9.49 7.46 POND 1 0.044 26.85 21.40 14.25 9.49 7.46 DOWNSTREAM 0.57 0.66 0.79 0.86 0.91 OUTLET 0.044 0.57 0.66 0.79 0.86 0.91 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 1y,24h 1y,48h 1y,72h 1y,120h 1y,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 6.02 4.23 3.10 2.10 1.36 POND 1 0.044 6.02 4.23 3.10 2.10 1.36 DOWNSTREAM 0.92 0.95 0.95 0.90 0.85 OUTLET 0.044 0.92 0.95 0.95 0.90 0.85 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 2y,5m 2y,10m 2y,15m 2y,30m 2y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) WinTR-20 Version 3.20 Page 43 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 2y,5m 2y,10m 2y,15m 2y,30m 2y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 6.45 26.28 36.93 46.56 45.85 POND 1 0.044 6.45 26.28 36.93 46.56 45.85 DOWNSTREAM 0.0 0.12 0.21 0.38 0.56 OUTLET 0.044 0.0 0.12 0.21 0.38 0.56 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 2y,2h 2y,3h 2y,6h 2y,12h 2y,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 36.40 28.99 18.84 12.19 9.33 POND 1 0.044 36.40 28.99 18.84 12.19 9.33 DOWNSTREAM 0.77 0.82 0.91 1.00 1.06 OUTLET 0.044 0.77 0.82 0.91 1.00 1.06 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 2y,24h 2y,48h 2y,72h 2y,120h 2y,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 7.53 5.23 3.82 2.58 1.66 POND 1 0.044 7.53 5.23 3.82 2.58 1.66 DOWNSTREAM 1.08 1.11 1.10 1.04 0.97 OUTLET 0.044 1.08 1.11 1.10 1.04 0.97 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 5y,5m 5y,10m 5y,15m 5y,30m 5y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 14.74 45.12 60.39 72.92 69.38 POND 1 0.044 14.74 45.12 60.39 72.92 69.38 DOWNSTREAM 0.0 0.21 0.33 0.57 0.80 OUTLET 0.044 0.0 0.21 0.33 0.57 0.80 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 5y,2h 5y,3h 5y,6h 5y,12h 5y,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 53.19 42.13 27.20 16.69 12.49 POND 1 0.044 53.19 42.13 27.20 16.69 12.49 DOWNSTREAM 0.93 1.01 1.13 1.42 1.64 OUTLET 0.044 0.93 1.01 1.13 1.42 1.64 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 5y,24h 5y,48h 5y,72h 5y,120h 5y,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 10.05 6.90 4.99 3.34 2.13 POND 1 0.044 10.05 6.90 4.99 3.34 2.13 DOWNSTREAM 1.72 1.82 1.71 1.49 1.20 OUTLET 0.044 1.72 1.82 1.71 1.49 1.20 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 10y,5m 10y,10m 10y,15m 10y,30m 10y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) WinTR-20 Version 3.20 Page 44 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 10y,5m 10y,10m 10y,15m 10y,30m 10y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 23.44 64.30 83.60 99.03 91.50 POND 1 0.044 23.44 64.30 83.60 99.03 91.50 DOWNSTREAM 0.0 0.29 0.46 0.76 0.92 OUTLET 0.044 0.0 0.29 0.46 0.76 0.92 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 10y,2h 10y,3h 10y,6h 10y,12h 10y,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 69.18 54.32 34.80 20.69 15.27 POND 1 0.044 69.18 54.32 34.80 20.69 15.27 DOWNSTREAM 1.09 1.21 1.67 2.08 2.33 OUTLET 0.044 1.09 1.21 1.67 2.08 2.33 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 10y,24h 10y,48h 10y,72h 10y,120h 10y,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 12.27 8.34 6.01 4.00 2.49 POND 1 0.044 12.27 8.34 6.01 4.00 2.49 DOWNSTREAM 2.42 2.49 2.32 2.01 1.62 OUTLET 0.044 2.42 2.49 2.32 2.01 1.62 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 25y,5m 25y,10m 25y,15m 25y,30m 25y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 38.86 95.82 121.57 140.37 126.59 POND 1 0.044 38.86 95.82 121.57 140.37 126.59 DOWNSTREAM 0.15 0.44 0.66 0.91 1.11 OUTLET 0.044 0.15 0.44 0.66 0.91 1.11 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 25y,2h 25y,3h 25y,6h 25y,12h 25y,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 94.01 73.42 46.73 26.75 19.49 POND 1 0.044 94.01 73.42 46.73 26.75 19.49 DOWNSTREAM 1.71 2.07 2.60 2.88 3.07 OUTLET 0.044 1.71 2.07 2.60 2.88 3.07 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 25y,24h 25y,48h 25y,72h 25y,120h 25y,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 15.63 10.49 7.52 4.93 3.01 POND 1 0.044 15.63 10.49 7.52 4.93 3.01 DOWNSTREAM 3.13 3.14 2.98 2.66 2.14 OUTLET 0.044 3.13 3.14 2.98 2.66 2.14 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 50y,5m 50y,10m 50y,15m 50y,30m 50y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) WinTR-20 Version 3.20 Page 45 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 50y,5m 50y,10m 50y,15m 50y,30m 50y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 54.01 124.55 154.77 175.41 156.09 POND 1 0.044 54.01 124.55 154.77 175.41 156.09 DOWNSTREAM 0.21 0.57 0.80 1.04 1.52 OUTLET 0.044 0.21 0.57 0.80 1.04 1.52 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 50y,2h 50y,3h 50y,6h 50y,12h 50y,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 114.56 89.32 56.35 31.65 22.89 POND 1 0.044 114.56 89.32 56.35 31.65 22.89 DOWNSTREAM 2.35 2.68 3.05 3.38 3.56 OUTLET 0.044 2.35 2.68 3.05 3.38 3.56 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 50y,24h 50y,48h 50y,72h 50y,120h 50y,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 18.33 12.27 8.71 5.70 3.43 POND 1 0.044 18.33 12.27 8.71 5.70 3.43 DOWNSTREAM 3.61 3.61 3.43 3.03 2.54 OUTLET 0.044 3.61 3.61 3.43 3.03 2.54 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 100y,5m 100y,10m 100y,15m 100y,30m 100y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 70.37 153.21 189.10 211.25 186.13 POND 1 0.044 70.37 153.21 189.10 211.25 186.13 DOWNSTREAM 0.27 0.70 0.89 1.16 2.06 OUTLET 0.044 0.27 0.70 0.89 1.16 2.06 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 100y,2h 100y,3h 100y,6h 100y,12h 100y,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 135.70 105.81 66.08 36.58 26.34 POND 1 0.044 135.70 105.81 66.08 36.58 26.34 DOWNSTREAM 2.82 3.10 3.49 3.78 3.97 OUTLET 0.044 2.82 3.10 3.49 3.78 3.97 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 100y,24h 100y,48h 100y,72h 100y,120h 100y,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 21.07 14.07 9.97 6.49 3.86 POND 1 0.044 21.07 14.07 9.97 6.49 3.86 DOWNSTREAM 4.02 4.01 3.79 3.43 2.81 OUTLET 0.044 4.02 4.01 3.79 3.43 2.81 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 500y,5m 500y,10m 500y,15m 500y,30m 500y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) WinTR-20 Version 3.20 Page 46 03/24/2021 10:18 20766 - Authentix McHenry WINTR20 RUN DESCRIPTION Proposed - MSG 2021 0319 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 500y,5m 500y,10m 500y,15m 500y,30m 500y,1h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 114.55 229.67 277.63 304.36 262.11 POND 1 0.044 114.55 229.67 277.63 304.36 262.11 DOWNSTREAM 0.44 0.91 1.12 2.22 3.06 OUTLET 0.044 0.44 0.91 1.12 2.22 3.06 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 500y,2h 500y,3h 500y,6h 500y,12h 500y,18h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 189.07 146.85 90.28 48.78 34.89 POND 1 0.044 189.07 146.85 90.28 48.78 34.89 DOWNSTREAM 3.70 3.97 10.59 16.10 20.54 OUTLET 0.044 3.70 3.97 10.59 16.10 20.54 Area or Drainage ----------- Peak Flow by Storm ----------- Reach Area 500y,24h 500y,48h 500y,72h 500y,120h 500y,240h Identifier (sq mi) (cfs) (cfs) (cfs) (cfs) (cfs) AREA 1 0.044 27.89 18.45 13.03 8.44 4.90 POND 1 0.044 27.89 18.45 13.03 8.44 4.90 DOWNSTREAM 19.64 15.68 11.25 5.45 3.47 OUTLET 0.044 19.64 15.68 11.25 5.45 3.47 WinTR-20 Version 3.20 Page 47 03/24/2021 10:18 Section 3 • Storm Water Exhibits - Existing Drainage Conditions Exhibit - Proposed Drainage Conditions Exhibit - Proposed Impervious Area Exhibit - ALTA/NSPS Land Title and Topographic Survey 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791 .32791.47791.43791.5794.61794.72R 793 .55793.85792.74792.63792.85792.87792.86R 789 .88791.77791.98789.55790.80787.59799.19787.78787.17785.96786.03813.8813.2812.5812.5813.6813.7813.5813.3812.9812.6813.5813.2812.6812.6814.2814.5814.4813.8813.4813.0814.0813.6813.3813.3R 813 .06811.7811.6812.9R 813 .42R 813 .09814.9814.3813.1812.3811.9812.4812.4787.43802.66R 785.29783.59784.66R 784.23784.75785.24785.51785.60786.05786.47786.74788.90790.66792.59793.96796.83799.73800.36799.58789.80789.32790.73790.78791.77792.01792.74794.41794.74796.69797.32797.78798.37798.36798.47799.20799.24799.77796.7R 792 .59S. LINE OF SE 1/4 OF SEC. 23-45-8SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334SE. COR.OF LOT 2COLOMER SUBDIVISIONDOC. 98R00033676 DOC. 98R00052114 DOC. 2000R0060046 "NO BUILDINGS EXIST ON PROPERTY"THE OAKS OF M cHENRY PHASE 2 DOC. 1 9 9 9R 0 0 3 1 3 3 4 McHENRY COMMONS THE OAKS OF M cHENRY PHASE 1 LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ARC BKMST41001LLCOWNER:KOOKALOO II LLCLOT 2LOT 1OWNER:STATE OF ILOWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARDOUTLOT A3341123122121120119118117116115114104103OUTLOT AOWNER:MCHENRY CITY OFLOT 61CL DITCHCL DITCH20' B.S.L.10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.15 0 . 0 0 ' 17 5 . 0 0 '0.92' W0.41' S0.13' WONLINE& 0.30' SONLINEONLINEONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WLOT 5CIRCUIT COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATEDPER DOC. 2001R00134730.08' W0.18' N50.00'0.14' NON LINE0.10' NAT CORNER796.73792.46792.33791.18791.07791.30790.17790.30787.42787.84784.52786.3784.57R 786.66R 784.06781.24R 783.32R 783.52R 784.05779.60779.66785.47785.3R 782.10782.1781.3781.1781.7781.3R 780.02781.3782.1781.8782.2R 784.19788.49786.37785.44783.72783.75783.88R 782.02783.9788.47788.64788.67789.03790.02792.55792.13792.44788.86790.96800.2800.4802.5800.6800.1800.3800.5799.3785.02788.99785.54781.9782.4783.19784.30789.8791.0791.3789.08792.5796.7798.7800.3789.01781.56781.52788.88789.09789.05780.1780.3780.7781.4779.7776.7775.6780.7776.6780.6780.7776.7785.01785.33782.6789.9808.8809.0808.4808.5807.2807.9809.1809.9809.4810.3811.5811.2810.7811.2811.6812.2812.1811.6803.7803.7805.6804.7804.6805.6806.2806.4802.0802.3804.2805.4806.6806.5805.3804.7803.1803.4802.6801.7801.3802.0801.7802.0801.2801.2812.07812.10812.1811.9813.0811.5811.7812.2812.96814.7813.4811.9812.0807.6812.8812.4789.7790.48790.54790.4792.2792.7793.0793.4791.8790.9790.7790.46790.42790.0791.4791.26793.2792.2792.4792.1793.1792.9792.4792.8792.81792.6793.2792.9792.9793.1792.4792.21792.0792.7792.5792.5789.5790.0790.2790.9791.07791.11791.00791.1791.1790.6790.7790.3789.8790.0790.34790.16789.4789.0789.1788.2788.4788.9788.4789.9793.8793.5790.5790.5791.4791.0791.6790.7790.2791.4791.0791.1790.6790.66787.4787.1786.8786.6787.0787.5787.3790.2790.5790.4790.3790.26790.19790.4790.3790.1790.1786.9784.3787.6789.76789.7790.1790.0789.5789.4789.7789.7789.4790.06789.6789.1788.7789.2789.4788.8788.7789.4789.4789.14788.6789.3788.5789.2789.1788.8789.1788.9785.8785.0785.6785.78785.65785.37785.46785.8785.9785.2786.7787.2787.6787.1786.8787.2786.8787.4787.65787.72787.93787.79787.72788.17787.67787.74787.8787.8787.2786.9787.4787.3788.7788.4786.8781.48R 782 .14R 782 .96781.20781.22R 784 .04R 783 .34782.85786.0785.1785.7785.4784.8784.9786.2787.1786.1786.3785.5786.0784.6785.7786.0787.6787.4785.7786.8785.9784.8784.4784.1784.4784.0785.3784.5783.0783.7786.0786.0783.5785.9785.2785.0785.9787.0786.6785.7786.13786.39785.3784.7786.26786.18784.4784.3787.3786.6785.9787.8786.7785.5787.1787.2786.8787.9788.3787.9787.4788.2789.0788.1787.5788.3788.5787.7788.6788.8788.8788.4789.1788.9788.9788.3786.7783.9785.8785.1784.7785.0785.9786.6785.5786.6786.1787.8787.2786.6786.5787.5787.7789.0789.3788.4788.6790.4789.2788.5788.8789.9788.6789.2789.5788.6788.7797.1797.1794.9794.24805.7806.5797.910' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134730.36' NFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' SPOLE12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473800805810801802803804806807808809811812813813 780785790 795 800 805 81 0 779781782783784786787788789791 792 793 794 796 797 798 799 801 802 803 804 806 80 7 80 8 80 9 775 780 773774776 777 778 779 780785779781783784786787788780 785 779 781782783784 786787 780 785 779 781 782 783 784 786 790 788 789 780 785 790 779781782783784 786787788789791 792 793 7 94 780 785790 779781782783784786787788789791791 7958 0 0 7967977 98 799801802790795800 789791 792793794796797798799801 802 803 804 78 5 783 78 4 780785778779781782783784786780785 778779781782783784786787 78078077777877978178177578077677777877978179079578979179279379479678579079 5 7837837 84 78478678778878979179 2 79379 4 79 6 79 7 785790786787788789791805805 810810801802 803803 804804 806806 807807 808808 809809 811811 812812813813780785790795785790795797 790793 797799782781777780781785788790791792792 782 783784790795 786787788789791792793794796 800805797798799801802803804806800 80 5 810 799 801 80 2 80 3 8 0 4 80 6 807 808 809 810808809795 800 805 810 791792793 794 796 797 798 799 801802803804 806 807 808 809 811 795800 792793 794 796 797 798 799 801802813791792793 790 789 788 787 789 7 9 0 787794 795 796 797 798 786787 788 789 785 786 787 790 788 789 791 785 784 786 785 786 785 786 787 790 791 785 784 786 785 78478 6 78 7 787 788 788 789 789 790 788 789 790788789G PPM MONITOREEEE E EEE E GG E E GGPSD E TPTPTPTPTP#6034WATER VALVE VAULTRIM=793.78TP =788.4312" STEEL W, 12" PVC E#6050STORM INLETRIM=791.32FILLED WITH DEBRIS#6148WATER VALVE VAULTRIM=790.53TP =785.3318" PVC N, S#6202STORM INLETRIM=789.88IE 12" RCP E=785.08IE 10" PVC W=785.38#5968WATER VALVE VAULTRIM=795.25TP =789.5018" PVC N, S12" CAST IRON W#5966STORM INLETRIM=792.59IE 24" RCP N=786.59IE 12" CPP S=786.59IE 10" CPP SW=787.89#6120STORM MHRIM=793.55IE 10" CPP E=788.00IE 12" PVC W=788.45IE 12" PVC SW=788.40#6251WATER VALVE VAULTRIM=789.79TP =784.0912" PVC E, W#6140WATER VALVE VAULTRIM=790.50TP =785.5018" PVC N, S12" STEEL W#6345WATER VALVE VAULTRIM=785.59TP =778.9912" PVC N, S#2141STORM MHRIM=813.42IE 12" RCP E=808.87IE 12" RCP W=808.77#2148STORM INLETRIM=813.09IE 12" RCP W=809.44#2054WATER VALVE VAULTRIM=814.17TP 18" STEEL E, W=807.82#5758STORM INLETRIM=794.00IE 12" CPP N=787.96IE 12" CPP S-787.96IE 12" CPP W=788.05IE 12" PVC SW=788.78#5908STORM INLETRIM=794.41IE 12" CPP N=791.51IE 10" RCP S=791.69#5940WATER VALVE VAULTRIM=794.83TP 12" PVC E, W=789.12#5939WATER VALVE VAULTRIM=794.91TP 12" PVC N, S=789.19#5736STORM INLETRIM=792.42UNABLE TO OPEN#5697STORM INLETRIM=792.26IE 12" CPP E=790.46#2055WATER VALVE VAULTRIM=813.66TP 18" STEEL N, S=807.66S. LINE OF SE 1/4 OF SEC. 23-45-8SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334SE. COR.OF LOT 2COLOMER SUBDIVISIONDOC. 98R00033676 DOC. 98R00052114 DOC. 2000R0060046 "NO BUILDINGS EXIST ON PROPERTY"THE OAKS OF M cHENRY PHASE 2 DOC. 1 9 9 9R 0 0 3 1 3 3 4 McHENRY COMMONS THE OAKS OF M cHENRY PHASE 1 LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ARC BKMST41001LLCOWNER:KOOKALOO II LLCLOT 2LOT 1OWNER:STATE OF ILOWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARDOUTLOT A3341123122121120119118117116115114104103OUTLOT AOWNER:MCHENRY CITY OFLOT 6120' B.S.L.10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.15 0 . 0 0 ' 17 5 . 0 0 '0.92' W0.41' S0.13' WONLINE& 0.30' SONLINEONLINEONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WLOT 5CIRCUIT COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATEDPER DOC. 2001R00134730.08' W0.18' N50.00'0.14' NON LINE0.10' NAT CORNER#20121SANITARY MHRIM=794.15IE 8" PVC N=788.05#20197STORM INLETRIM=792.46IE 12" RCP S=789.06#20110WATER VALVE VAULTRIM=793.44TP N, S=787.49#20203STORM INLETRIM=792.33IE 12" RCP N=789.63#20507STORM INLETRIM=784.52IE 12" RCP E=781.57IE 18" RCP N=781.47NO OTHER VISIBLE PIPES#20527STORM INLETRIM=784.57IE N, UNABLE TO MEAS.COULD NOT OPEN#20528STORM MHRIM=786.66IE 48" RCP W=776.11#20529STORM MHRIM=784.06IE 48" RCP W=776.31#20530STORM INLETRIM=781.24IE 12" CPP S=777.44#20531STORM MHRIM=783.32IE 48" RCP E=775.97IE 12" PVC N, UNABLE TO MEAS.#20532STORM MHRIM=783.52IE 48" RCP E=775.82IE 12" PVC N, UNABLE TO MEAS.IE 12" PVC S=775.92#20533STORM MHRIM=784.05IE 48" RCP W=775.90IE 12" PVC S=776.00#20534WATER VALVE VAULTRIM=781.00TP E, W=774.55#20535STORM INLETRIM=779.60IE 12" RCP N=777.50#20537STORM INLETRIM=779.66IE 12" RCP N=777.21IE 12" RCP S=777.26#20743STORM INLETRIM=780.02IE 12" RCP S, UNABLE TO MEAS.BOTTOM OF DEBRIS=776.32PIPE PARTIALLY BLOCKED#20536SANITARY MHRIM=780.13IE 12" VCP N=769.73IE 12" VCP S=769.78IE 8" VCP E=769.83#20733STORM MHRIM=782.10IE 48" RCP E=776.45IE ? RCP W=776.40IE 12" RCP NW=776.50#20754STORM MHRIM=784.19IE 48" RCP W=776.79IE 4" CPP E=779.99#20877STORM MHRIM=782.02IE 10" RCP NE=775.67IE 12" RCP SE=775.67IE 12" RCP W=775.57IE 10" RCP NW=775.57#21164WATER VALVE VAULTRIM=806.65TP N, S=800.90#21281SANITARY MHRIM=806.68IE 8" PVC N, S=795.83#21244WATER VALVE VAULTRIM=801.47TP 12" DIP N, S=794.87#21765SANITARY MHRIM=788.03IE 8" PVC E=777.03#21768STORM MHRIM=782.96IE 24" RCP N=777.44IE 24" RCP S=777.46#21767STORM MHRIM=782.14IE 24" RCP N=777.54IE 24" RCP S=777.69IE 15" RCP E=777.74IE 10" RCP SW=778.04#21771SANITARY MHRIM=782.36IE 8" PVC E, W, S=771.76#21770STORM INLETRIM=781.22IE 10" RCP N=778.42#21769STORM INLETRIM=781.20IE 10" RCP E, S=778.40IE 15" RCP W, UNABLE TO MEAS.#21766STORM INLETRIM=781.48IE 10" RCP NE=778.53#22005WATER VALVE VAULTRIM=786.83TP E, W=781.48#21772WATER VALVE VAULTRIM=782.92TP N, S=776.22#21774STORM MHRIM=784.04IE 24" RCP N=778.89IE 24" RCP S=778.94IE 10" RCP E=779.09#21773SANITARY MHRIM=784.45IE 8" PVC N, S=770.15#21777STORM INLETRIM=782.85IE 10" RCP SE=780.15#21776STORM MHRIM=783.34IE 24" RCP N=778.44IE 10" RCP NE, SE,NW=779.59IE 15" RCP E=779.84BOTTOM=777.64#21775WATER VALVE VAULTRIM=784.49TP N, S=778.49#22172STORM INLETRIM=794.24IE 10" RCP N=792.0910' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134732" GAS PER ATLAS6" x -42 0.188" GAS PER ATLAS8" x -42 0.203" GAS PER ATLAS0.36' NFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' SPOLE12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R00134732.79 AC3.96 AC19.70 AC3.99 AC1.23 AC8"6"6"6"8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"18"12"8"6"8"S. LINE OF SE 1/4 OF SEC. 23-45-8IL ROUTE 31 F.A. ROUTE 201SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334SE. COR.OF LOT 2COLOMER SUBDIVISIONDOC. 98R00033676 DOC. 98R00052114 DOC. 2000R0060046 (N00° 06' 39"W)(574.15')(S57° 19' 14"E)(296.12')(S65° 39' 38"E)(400.78')(S62° 05' 03"E)(132.39')(S00° 04' 30"E)(1090.14')(S89° 35' 18"W)(1458.85')(N00° 06' 45"E)(507.00')(N89° 35' 18"E)(528.84')(N00° 06' 19"W)(100.30')(N00° 06' 14"W)(302.77')(S89° 53' 39"E)(198.02')(N89° 35' 18"E)(405.18')(N00° 04' 57"E)(507.00')(N89° 35' 18"E)[N89° 28' 57"E][N89° 28' 57"E][N00° 12' 40"W][N00° 12' 35"W][S90° 00' 00"E][N00° 13' 00"W]"NO BUILDINGS EXIST ON PROPERTY"THE OAKS OF M cHENRY PHASE 2 DOC. 1 9 9 9R 0 0 3 1 3 3 4 PINE DR. BIRCH LN. McHENRY COMMONS THE OAKS OF M cHENRY PHASE 1 LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473BLAKE BOULEVARDOWNER:ARC BKMST41001LLCOWNER:KOOKALOO II LLCLOT 2LOT 1OWNER:STATE OF ILOWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARDHAZELWOOD DR.OUTLOT A3341123122121120119118117116115114104103OUTLOT AOWNER:MCHENRY CITY OFLOT 61ALMOND LN.WATERELEV. = ±778.2ON 01-28-21CL DITCHSTEELRAILBOLLARD(TYP.)TRASHCOMPRESSORTRASHCOMPRESSORCL DITCHEDGE OF TREESEDGE OF TREESEDGE OF TREESCHAIN LINK FENCEHIGH 1 STORYCONC. BLOCK &BRICKBUILDING20' B.S.L.10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53' 16"E132.39'S00° 07' 17"W 1090.12'S89° 46' 51"W 1458.85'N00° 18' 32"E 507.02'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'15 0 . 0 0 ' 17 5 . 0 0 '0.92' W0.41' S0.13' WONLINE& 0.30' SONLINEONLINEONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WLOT 5CIRCUIT COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATEDPER DOC. 2001R00134730.08' W0.18' N50.00'0.14' NON LINE0.10' NAT CORNER10"6""6"8"12"8"8"6"6"6"7"6"4"10"8""4" x 48"6"8"12"14"22"12" x 312"4" x 310" x 416"10"12"8"8"10" x 24"18" x 218" x 222" x 48"792.2792.416" x 25" x 524" x 215"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"6"24"20"12" x 330"6"4" x 412" x 10ONLY10' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134730.36' NEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' SPOLE12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473SBM #2BIT.BIT.BIT.CONC. WALKBIT. PARKING LOTNO ACCESSTO YARD ATTIME OFSURVEYWOOD FENCEWOODDECKWOODDECKWOODDECKWOODDECKCHAIN LINKFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCECONC. WALKBIT. PAVEMENTBIT. PAVEMENTBIT. PAVEMENTBIT. PAVEMENTCONCRETECANOPYCONC.WALL BLAKE BOULEVARDPROPOSED DEVELOPMENT AREA = 20.60 ACRESTIME OF CONCENTRATIONMcHENRYILLINOISEXISTING TRIBUTARY AREAEXHIBITMcHENRY - AUTHENTIXN:\2020\20776\Drawings\ACAD\LD\S04\Misc Drawings\Existing Trib Exhibit.dwg3/24/2021SCALE: 1"=160'0160320DATE: 03-23-217325 Janes AvenueWoodridge, IL 60517630.724.9200 phonewww.v3co.com 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COR. OF SE 1/4SEC. 23-45-8S. LINE OF SE 1/4 OF SEC. 23-45-8W. LINE OF SE 1/4 OF SEC. 23-45-8 SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334SE. COR.OF LOT 2COLOMER SUBDIVISIONDOC. 98R00033676 DOC. 98R00052114 DOC. 2000R0060046 "NO BUILDINGS EXIST ON PROPERTY"THE OAKS OF M cHENRY PHASE 2 DOC. 1 9 9 9R 0 0 3 1 3 3 4 McHENRY COMMONS THE OAKS OF M cHENRY PHASE 1 LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ARC BKMST41001LLCOWNER:KOOKALOO II LLCLOT 2LOT 1OWNER:STATE OF ILOWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARDOUTLOT A334142123122121120119118117116115114104103OUTLOT AOWNER:MCHENRY CITY OFLOT 61CL DITCHCL DITCH20' B.S.L.10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.15 0 . 0 0 ' 17 5 . 0 0 '0.92' W0.41' S0.13' WONLINE& 0.30' SONLINEONLINEONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WLOT 5CIRCUIT COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATEDPER DOC. 2001R00134730.08' W0.18' N50.00'0.14' NON LINE0.10' NAT CORNER795.94796.85TCF796.56796.48796.50796.03795.54796.06795.33795.93794.75795.05796.73796.12796.77796.85796.91796.73796.65796.64796.18795.88796.37795.63796.30796.34795.76796.69796.62796.66796.34795.79795.63795.58795.53794.34794.50794.43794.55794.12794.47795.08795.11795.77795.65795.94796.04795.79795.89795.87795.58793.44793.91793.70793.62793.21793.66793.78793.76794.15793.56793.97794.34793.89794.13794.52794.23794.31794.66794.27794.53794.46795.47795.01794.61795.14795.05794.58794.74795.20794.90795.57795.12794.90795.41795.40794.87794.91795.39795.06795.54795.33795.74793.26790.36789.85793.03793.42793.34793.80793.79792.47792.49794.21794.66793.37793.32792.46792.53792.96793.00792.89792.37792.33792.90793.03793.24792.44792.20792.03791.63792.11791.98792.13789.51791.18791.07791.61792.10793.40792.97791.71791.63791.36790.96790.25790.67790.72790.75791.46791.95790.38790.23790.30789.86790.51791.30790.53790.07790.41790.48790.68788.92788.76788.56788.14788.55788.91789.36789.28788.84790.03790.50790.52790.09790.34790.28790.17790.30791.57791.15790.76791.20791.58791.10791.35791.80791.93791.48791.73791.22791.70791.06790.80791.29789.54788.94788.67789.07787.67788.06787.72787.21787.28786.84789.60789.11786.79787.20787.12787.56787.75787.27788.74788.60788.17788.90789.13788.88788.40787.42787.55787.97787.84787.13787.55788.03787.61787.18787.63786.56786.93787.21787.24782.54786.15786.62786.35785.88785.97785.46785.30785.87786.01785.52786.35785.88785.07785.43785.66784.97784.70784.52784.62784.48784.98785.17784.68786.3785.46784.99785.33785.78785.47784.57R 786.66R 784.06781.24R 783.32R 783.52R 784.05781.00779.60780.13779.66785.30785.79785.73785.26784.92785.36785.05784.66784.01784.44784.02783.58783.72783.17783.24782.82782.74783.28783.78785.47784.43784.44783.89782.07782.46783.00782.55782.53782.49782.86783.19783.01783.19783.59783.13783.63783.14783.19782.69782.38782.92782.64782.08781.82782.10783.79783.86783.69783.53784.66784.66785.34784.95785.41785.38785.06784.59784.72784.52784.67785.03783.86784.47785.3782.49782.59783.25782.67783.09783.60783.12783.44783.95783.63784.08783.75784.30782.88782.52781.73781.99781.19781.35781.85781.96781.53781.56782.07782.06781.59781.66781.75782.09782.14781.71781.64782.08781.46781.90781.77781.26R 782.10781.23780.82782.1781.3781.1781.7781.3R 780.02781.3782.1781.8782.2782.05781.58783.22782.69R 784.19783.00783.54782.08783.80784.31784.30783.75788.49786.37785.44781.69781.22781.14FFE781.69781.12781.40781.94781.86782.34782.54782.99783.19783.82781.91781.01783.37783.91783.27783.94783.72783.52782.94783.00783.75783.88783.35782.80783.44782.88783.54783.03R 782.02782.19781.81781.99782.39782.36782.03782.45782.85782.23782.66782.50782.13781.33781.77783.9788.47788.64788.67789.03790.02792.55792.13792.44788.86790.96800.2800.4802.5800.6800.1800.3800.5799.3785.02788.99785.54781.9782.4783.19784.30789.8791.0791.3789.08792.5796.7798.7800.3781.25781.32781.22781.45789.01781.56781.52781.82788.88789.09789.05781.80781.43781.14780.95781.45780.95781.28780.1780.3780.7781.4781.56781.52781.87781.59782.04781.44781.88781.70781.15779.90780.27779.7776.7775.6780.7776.6780.6780.7776.7781.02780.76780.62780.81780.54780.86780.80780.62780.10780.35780.41780.44780.44780.49781.09781.09780.70781.89783.07783.89782.33781.71787.19785.01785.33784.35784.93783.77784.74784.23784.01784.43783.73783.32782.16782.6783.71783.32783.36782.99782.90782.40782.30781.95781.36781.06781.02781.35789.9806.02806.41806.14806.65806.81806.84809.40809.25808.8809.0808.4808.5807.2807.9809.1809.9809.4810.3811.5811.2810.7811.2811.6812.2812.1811.6803.7803.7805.6806.27806.81806.74804.7804.6805.6806.2806.4806.90806.90802.0802.3804.2805.4806.46806.6806.5807.77805.3804.7803.1802.88803.4802.6801.7801.3802.0801.7802.0801.2801.2801.47809.73812.07812.10812.1811.55811.54811.9813.0811.5811.7812.2812.96814.69814.40814.7814.11814.06813.4811.9812.0815.27806.68806.84806.64806.16806.37806.08805.96806.34805.98806.05807.93807.25807.43806.52806.28806.39806.17806.55806.56807.6806.92806.86806.81814.01812.8812.4792.98789.7790.07790.93TCF790.66790.48790.54790.4792.2792.7793.0793.4791.8790.9790.7790.46790.42790.32790.0791.4791.26793.2792.2792.4792.1793.1792.9792.4792.8792.81792.6793.2792.9792.9793.1792.4792.21792.12792.0792.7792.5792.5790.19789.5791.30790.91790.0790.2790.9791.07791.11791.00791.1791.1790.6790.7790.3790.93791.61TCF793.51789.60789.8790.0790.34790.16789.4789.0789.67789.80789.98789.93789.71790.40791.05TCF789.1788.2788.4788.9788.4788.40788.85TCF789.9789.44793.8793.5790.08790.51790.07793.23795.44790.62790.5790.5791.4791.0791.6790.7790.2791.4791.0791.1790.6790.66787.4787.1786.8787.00787.43TCF787.41787.48787.05787.58FFE786.83786.6787.0787.5787.3790.2790.5790.4790.3790.26790.19790.4790.3790.1790.1787.61788.74TCF786.9784.3787.6787.00789.76789.7790.1790.0789.5789.4789.7789.7789.4790.06789.6789.1788.7789.2789.4788.8788.7789.4789.4789.14788.6789.3788.5789.2789.1788.8789.1788.9785.8785.0785.38785.6785.78785.65785.37785.46785.8785.9785.2785.16785.99TCF787.09787.48TCF787.44786.7786.74787.44788.18TCF787.2787.6787.1786.8787.2787.26787.36786.8787.17786.85787.90TCF787.4787.65787.72787.93787.79787.72788.17787.67787.74787.8787.8787.2786.9787.4787.3788.7789.03788.40789.34788.4786.88786.8787.70TCF788.03781.48R 782 .14R 782 .96781.20781.22782.36782.92784.45R 784 .04784.49R 783 .34782.85786.0785.1785.7784.12783.90784.25784.60784.66785.4784.8784.9787.10787.23FFE787.78TCF786.2787.03787.38FFE787.15FFE787.1786.1787.10787.56FFE787.50787.42786.3785.5786.0784.97784.88784.41784.02784.31783.70783.43783.84784.15784.16784.6785.7786.0787.6787.4785.7786.8785.9784.8785.25785.33FFE785.19785.43784.4784.1783.79783.22782.75782.90785.57784.4784.0785.3782.34782.21782.65783.12783.20782.11781.97782.10782.02782.46782.91782.58782.51782.64782.69783.05783.18782.92782.81782.65782.02782.05782.47782.01781.79782.02781.69781.86781.93782.28781.83781.99782.44782.75782.89782.76782.62782.92782.94783.00782.95783.34783.46783.43784.5783.0783.7785.62785.20786.0786.0783.5785.9785.2785.0786.59786.11FFE786.16785.84785.9786.67786.95787.0786.6785.7785.47786.13786.39785.3784.7786.26786.18784.4784.3783.26783.47783.46787.43FFE787.32787.21787.3787.54786.6785.9787.8786.7785.5787.1787.2786.8787.9788.3787.9787.4788.16788.07787.86787.39787.60788.2789.0788.1787.5788.3788.5787.7788.6788.8788.8788.4789.1788.9788.53788.9788.45787.86787.48788.3786.7786.65786.55786.70786.83786.00785.59785.90785.64786.07785.70784.56784.86784.45786.26786.21784.88784.92784.55784.42783.71784.09783.64783.71783.40783.87784.40784.42783.9782.69782.25782.73783.64783.64782.42784.30784.11784.50784.79784.82785.8783.64783.36783.77784.17784.18785.1784.7785.0787.74TCF785.9786.81786.73787.02FFE787.16786.6785.5786.6786.90786.1787.8787.77784.50784.43787.2784.29784.19783.39782.97783.36783.79783.46783.58785.28785.04785.41785.87785.95786.6786.5787.5789.51790.02FFE787.7788.28788.23FFE789.84789.33789.0790.78791.07FFE789.3788.4788.6787.85787.77787.22786.82787.11786.88787.14787.43787.12787.54788.04788.10790.91790.4790.32FFE789.2788.5788.8790.31789.9788.6789.2789.98789.92789.5789.80789.87788.99788.6788.7786.82787.25787.79787.86787.78787.67787.04786.58795.78797.1797.1794.9794.24794.37794.78795.91795.42795.87796.28796.03795.90795.71795.64795.48795.05795.28795.15795.02794.90794.58794.57795.26794.95795.49794.66795.04805.7806.5808.96BLD HT796.88TCF795.14795.65794.92795.44794.90798.06794.96795.46795.47794.91794.96795.46795.43794.98795.49794.58794.15794.68793.53792.93793.07793.60793.78793.32793.78793.68793.16793.19793.70793.72793.16793.83794.39797.9790.65791.43790.96791.36790.93791.32790.99791.22793.69793.11790.23791.00790.54790.71791.17793.03792.53788.53788.08787.54787.98787.71787.30787.02787.43786.63787.12786.33785.85786.28786.77787.04786.61786.61787.00786.89786.36786.46786.96786.97786.48787.06786.54786.66787.14787.29786.84788.55788.95788.44789.99791.50790.98790.84791.35792.76793.73792.39790.93790.83792.24792.07791.14790.37791.11792.1010' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134730.36' NFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' SPOLE12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473800805810801802803804806807808809811812813 81 3 780785790 795 800 805 81 0 779781782783784786787788789791 792 793 794 796 797 798 799 801 802 803 804 806 80 7 80 8 80 9 775 780 773774776 777 778 779 780785779781783784786787788780 785 779 781782783784 786787 780 785 779 781 782 783 784 786 790 788 789 780 785 790 779781782783784 786787788789791 792 793794 780 785790 779781782783784786787788789791791 7958 0 0 796797798799801802790795800 789791 792793794796797798799801 802 803 804 78 5 783 78 4 780785778779781782783784786780785 778779781782783784786787 7807807777787797817817757807767777787797817907957897917927937947967 8 5790 79 5 7837837 8 4 78478678778878979179 2 79379 4 7 9 6 79 7 785790786787788789791805805 810810801802 803803 804804 806806 807807 808808 809809 811811 812812 813 813780785790795 785 790 795 797 790793 797799782781777780781785788790791792792 782 783784790795 786787788789791792793794796 800805797798799801802803804806800 80 5 810 799 801 80 2 80 3 80480 6 807 808 809 810808809795 800 805 810 791792793 794 796 797 798 799 801802803804 806 807 808 809 811 795800 792793 794 796 797 798 799 801802812813791792 793 790 789 788 787 789 7 90 787794 795 796 797 798 786787 788 789 785 786 787 790 788 789 791 785 784 786 785 786 785 786 787 790 791 785 784 786 78578478 6 78 7 787 788 788 789 789 790 788 789 79078878915' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK 15' PARKING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK 15' PARKING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK L24BBLDG 1AL24ABLDG 2BL24ABLDG 3BL24ABLDG 4AL24ABLDG 6BL24ABLDG 5AL24ABLDG 7BL24BBLDG 12AL24ABLDG 8BL24BBLDG 11AL24BBLDG 9AL24ABLDG 10BMAIL KIOSKTRASH ENCLOSUREGROUNDS BUILDINGCLUBHOUSE12G12G8G8G8G8"6"6"6"8"12"12"12"8"6"10"10"10"15"12"8"8"8"12"15"15"10"10"10"18"12"8"6"8"P.O.C.SW. COR. OF SE 1/4SEC. 23-45-8S. LINE OF SE 1/4 OF SEC. 23-45-8W. LINE OF SE 1/4 OF SEC. 23-45-8IL ROUTE 31 F.A. ROUTE 201SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334SE. COR.OF LOT 2COLOMER SUBDIVISIONDOC. 98R00033676 DOC. 98R00052114 DOC. 2000R0060046 (N00° 06' 39"W)(574.15')(S57° 19' 14"E)(296.12')(S65° 39' 38"E)(400.78')(S62° 05' 03"E)(132.39')(S00° 04' 30"E)(1090.14')(S89° 35' 18"W)(1458.85')(N00° 06' 45"E)(507.00')(N89° 35' 18"E)(528.84')(N00° 06' 19"W)(100.30')(N00° 06' 14"W)(302.77')(S89° 53' 39"E)(198.02')(N89° 35' 18"E)(405.18')(N00° 04' 57"E)(507.00')(N89° 35' 18"E)[N89° 28' 57"E][N89° 28' 57"E][N00° 12' 40"W][N00° 12' 35"W][S90° 00' 00"E][N00° 13' 00"W]"NO BUILDINGS EXIST ON PROPERTY"THE OAKS OF M cHENRY PHASE 2 DOC. 1 9 9 9R 0 0 3 1 3 3 4 PINE DR. BIRCH LN. McHENRY COMMONS THE OAKS OF M cHENRY PHASE 1 LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473BLAKE BOULEVARDOWNER:ARC BKMST41001LLCOWNER:KOOKALOO II LLCLOT 2LOT 1OWNER:STATE OF ILOWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARDHAZELWOOD DR.OUTLOT A334142123122121120119118117116115114104103OUTLOT AOWNER:MCHENRY CITY OFLOT 61ALMOND LN.WATERELEV. = ±778.2ON 01-28-21CL DITCHSTEELRAILBOLLARD(TYP.)TRASHCOMPRESSORTRASHCOMPRESSORCL DITCHEDGE OF TREESEDGE OF TREESEDGE OF TREESCHAIN LINK FENCEHIGH 1 STORYCONC. BLOCK &BRICKBUILDING20' B.S.L.10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53' 16"E132.39'S00° 07' 17"W 1090.12'S89° 46' 51"W 1458.85'N00° 18' 32"E 507.02'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'15 0 . 0 0 ' 17 5 . 0 0 '0.92' W0.41' S0.13' WONLINE& 0.30' SONLINEONLINEONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WLOT 5CIRCUIT COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATEDPER DOC. 2001R00134730.08' W0.18' N50.00'0.14' NON LINE0.10' NAT CORNER10"6""6"8"12"8"8"6"6"6"7"6"4"10"8""4" x 48"6"8"12"14"22"12" x 312"4" x 310" x 416"10"12"8"8"10" x 24"18" x 218" x 222" x 48"792.2792.416" x 25" x 524" x 215"12"14"16"18"18" x 214"5" x 515"6"22" x 218"15"4"6"24"20"12" x 330"6"4" x 412" x 10ONLY10' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134730.36' NEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' SPOLE12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473SBM #2BIT.BIT.BIT.CONC. WALKBIT. PARKING LOTNO ACCESSTO YARD ATTIME OFSURVEYWOOD FENCEWOODDECKWOODDECKWOODDECKWOODDECKCHAIN LINKFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCEWOODFENCECONC. WALKBIT. PAVEMENTBIT. PAVEMENTBIT. PAVEMENTBIT. PAVEMENTCONCRETECANOPYCONC.WALL MATCH LINEBLAKE BOULEVARDOFFSITE TRIBUTARY AREA = 7.58 +/- ACRES.HWL = 791.00NWL = 786.00OFFSITE PROPERTYNOT TRIBUTARYONSITE TRIBUTARY AREA = 20.60 +/- ACRES.TIME OF CONCENTRATIONMcHENRYILLINOISPROPOSED TRIBUTARY AREAEXHIBITAUTHENTIX - MCHENRYN:\2020\20776\Drawings\ACAD\LD\S04\Misc Drawings\PROPOSED TRIB EXHIBIT.dwg3/25/2021SCALE: 1"=160'0160320DATE: 03-22-217325 Janes AvenueWoodridge, IL 60517630.724.9200 phonewww.v3co.com 15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK15' PARKING SETBACK 30' BUILDING SETBACK 15' PARKING SETBACK 30' BUILDING SETBACK 30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACK 15' PARKING SETBACK15' PARKING SETBACK30' BUILDING SETBACK15' PARKING SETBACK30' BUILDING SETBACKMCHENRY ILLINOISPROPOSED PERVIOUSAREA EXHIBITAUTHENTIX - MCHENRYN:\2020\20776\Drawings\ACAD\LD\S04\Misc Drawings\Pervious impervious exhibit.dwg3/24/2021SCALE: 1"=120'060120DATE: 03/08/217325 Janes AvenueWoodridge, IL 60517630.724.9200 phonewww.v3co.comPERVIOUS IMPERVIOUS AREAS IMPERVIOUS AREA = 9.53 ACRES (46.3%)PERVIOUS AREA = 7.85 ACRES (38.1%)POND = 3.22 ACRES (15.6%)TOTAL AREA = 20.60 ACRES FIR 5/8FIR 5/8FIP 1FIP 1/2FIP 3/4FIP 3/4FIP 3/4G FIR 5/8FIR 5/8FIR 5/8FIR 5/8FIR 5/8 BENT WESTFIR 5/8FIR 5/8FIR 3/4FIP 3/4FIR 5/8EEEE E EEE E G G E E G G E G GETPTPTPTPTPTPTPP.O.C.SW. COR. OF SE 1/4SEC. 23-45-8S. LINE OF SE 1/4 OF SEC. 23-45-8W. LINE OF SE 1/4 OF SEC. 23-45-8IL ROUTE 31 F.A. ROUTE 201SOUTHERLY R.O.W. LINE OF F.A. ROUTE 21AS PER CIRCUIT COURT CASE 73-3756W. LINE OF E. 755.70' OF SE 1/4 OF SEC. 23-45-8P.O.B.EAST R.O.W. LINE OF IL ROUTE 31 SW. COR.DOC. 2000R0060046NE. COR.DOC. 98R00052114SE. COR.DOC. 2000R0060046W. LINE OF THE OAKS OF McHENRY PHASE 2 PER DOC. 1999R0031334SE. COR.OF LOT 2COLOMER SUBD IV IS IONDOC. 9 8R 0 0 0 3 3 6 7 6 DOC. 9 8R 0 0 0 5 2 1 1 4 DOC. 2 0 0 0R 0 0 6 0 0 4 6 (N00° 06' 39"W)(574.15')(S57° 19' 14"E)(296.12')(S65° 39' 38"E)(400.78')(S62° 05' 03"E)(132.39')(S00° 04' 30"E)(1090.14')(S89° 35' 18"W)(1458.85')(N00° 06' 45"E)(507.00')(N89° 35' 18"E)(528.84')(N00° 06' 19"W)(100.30')(N00° 06' 14"W)(302.77')(S89° 53' 39"E)(198.02')(N89° 35' 18"E)(405.18')(N00° 04' 57"E)(507.00')(N89° 35' 18"E)(42.72')[N89° 28' 57"E][40.00'][N89° 28' 57"E][N89° 28' 57"E][N00° 12' 40"W][N00° 12' 35"W][S90° 00' 00"E][N00° 13' 00"W]"NO BUILDINGS EXIST ON PROPERTY"THE OAKS OF M cHENRY PHASE 2 DOC. 1 9 9 9R 0 0 3 1 3 3 4 PINE DR. BIRCH LN.McHENRY COMMONS SUBDIVISIONMcHENRY COMMONS SUBDIVISION 2 THE OAKS OF M cHENRY PHASE 1 DOC. 9 0R 4 6 6 4 9 LOT 3RUBLOFF TOWNECENTRE SUBDOC 2001R0013473OWNER:ADVANCE REAL ESTMGMT LLCOWNER:ADVANCE REAL ESTMGMT LLCLOT 2RUBLOFF TOWNECENTRE SUBDOC 2001R0013473BLAKE BOULEVARDOWNER:ARC BKMST41001LLCOWNER: KOOKALOO II LLC LOT 2LOT 1OWNER:DYN MCHENRYCOMMONS LLCOWNER: BT MCHENRY LLC OWNER:MCHENRY CITY OFOWNER:RODRIGUEZ J OTERO GMOWNER:KEITH E TAMMY M VARKALISOWNER:HPA BORROWER 2016 MLLLCOWNER:MCHENRY CITY OFOWNER:STATE OF ILOWNER:GARY P AMY L WATERSOWNER:GR LM POLERECKYOWNER:MATTHYS W BRASWELL LLOWNER:KEITH W LAURA MHOAGLUNDOWNER:JASON J CAITLYN C KLASEKOWNER:A III K C TARELLOOWNER:TATIANA M STEVEN AJURSAOWNER:SCOTT A TINA A LINKOWNER:SANTO J CATALANOOWNER:JOHN L TRACEY A ZAGONEOWNER:KRISTINE AREINHARDHAZELWOOD DR.13OUTLOT A334142OUTLOT B123122121120119118117116115114104103OUTLOT AOWNER:MCHENRY CITY OFLOT 61ALMOND LN.WATERELEV. = ±778.2ON 01-28-21TPHIGH 1 STORYCONC. BLOCKBUILDINGHIGH 1 STORYCONC. BLOCK &BRICKBUILDING10' PUBLIC &MUNICIPALEASEMENTPER DOC. 87R00405720' B.S.L.15' NORTHERN ILLINOIS GAS CO.EASEMENTPER DOC. 35107920' UTILITYEASEMENTPER DOC. R90 046649DOC. 87R004057LOT D10' UTILITYEASEMENTPER DOC. 1999R00313346' EASEMENT GRANTED TO PUBLICSERVICE COMPANY OF AMERICAPER DOC. 77755 AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.20'6'20' WATERMAIN EASEMENTPER DOC. 93R 041271AS SHOWN ON ALTA BYVANDERSTAPPEN SURVEYING, INCDATED AUG. 15, 2000.N00° 05' 08"E 574.15'S57° 07' 27"E 296.12'S65° 27' 51"E 400.78'S61° 53' 16"E132.39'S00° 07' 17"W 1090.12'S89° 46' 51"W 1458.85'N00° 18' 32"E 507.02'N89° 46' 51"E 528.84'N00° 05' 28"E100.33'N00° 05' 33"E 302.77'S89° 41' 52"E 198.02'15 0 . 0 0 ' 17 5 . 0 0 '0.92' W0.41' S0.13' WONLINE& 0.30' SONLINEONLINEONLINE0.20' WON LINE0.44' WAT CORNERAT CORNER0.14' NLY0.22' W0.29' SLY0.71' W0.18' N0.11' WONLINE& 0.14' N0.06' W& 0.20' N0.09' WLOT 5CIRCUIT COURT CASE NO. 73-375612' P.U.E. PER DOC. 2001R0013473STORMWATERDETENTION AREAPER DOC.2001R001347312' P.U.E. PER DOC. 2001R0013473HERETOFORE DEDICATEDPER DOC. 2001R0013473FCCFIP 3/4FIP 1FIP 1FIP 3/4FIP 1 EFIR 3/8FIP 3/4FIR 5/8FIR 1/2FIR 5/8FIR 5/8FIR 5/8FPK PPL0.08' W0.18' N50.00'0.14' NON LINE0.10' N0.16' N0.80' SAT CORNERONLINE& 1.20' S100SIP 1 W/CAP101SCC T/C @HYD102SCC T/C @HYD103SCC T/C @HYD104SCC T/C @HYD105SCC T/C @HYD106SCC T/C @HYD107SCC T/C @HYD108SCC T/C NOSE109SCC T/C110SCC T/C @HYD112SCC T/C @HYD113114SCC ON S/W @HYD115SCC T/C @HYD116SCC T/C @HYD117SCC T/C @HYD118SCC T/C @HYD119SIP 1 W/CAPFCC T/CONLY10' EASEMENT GRANTED TO NORTHERN ILLINOISGAS COMPANY DOC. 77755 AS SHOWN ONRUBLOFF TOWNE CENTRE SUBDIVISIONDOC. 2001R00134730.36' NFENCE X0.27' EFENCE X0.59' EFENCE X0.50' EFENCE X0.43' EFENCE X0.27' EFENCE X0.58' EFENCE X17.34' WFENCE X0.41' EFENCE X0.11' WPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.30' NPOLEW/ 3.5' ARM N-S0.72' NPOLEW/ 3.5' ARM N-S0.44' NPOLEW/ 3.5' ARM N-S0.49' SPOLEW/ 3.5' ARM N-S0.91' SPOLEW/ 3.5' ARM N-S1.84' SPOLE0.18' NPOLE0.08' S12' P.U.E.PER DOC. 2001R001347310' SIDEWALK EASEMENTPER DOC. 2001R0013473BIT.BIT.BIT.CONC. WALKBIT. PARKING LOTREVISIONS DATENO.DESCRIPTION NO.DATE DESCRIPTIONPREPARED FOR: of1" =SCALE: PROJECT MANAGER:DRAFTING COMPLETED: CHECKED BY:FIELD WORK COMPLETED: DRAWN BY:SHEET NO. Project No: Group No: 7325 Janes Avenue, Suite 100Engineers Scientists Surveyors v3co.com 630.724.0384 fax 630.724.9200 voice Woodridge, IL 60517 Menomonee Falls, WI 53051 W134 N875 Executive Parkway 262.502.5500 Continental Properties Co., Inc. CWB 3180' Authentix at McHenry ALTA/NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEY SPK CWB Authentix at McHenry2212 NORTH RICHMOND ROAD, McHENRY, ILALTA/NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEYOF20776 03-05-21 03-10-21 VP03.1VICINITY MAPNOT TO SCALE1,379,554 SQ. FT.AREA31.6702 ACRESBASIS OF BEARINGSTHE BASIS OF BEARINGS IS THE STATE PLANECOORDINATE SYSTEM (SPCS) NAD 83 (2007) ZONE1201 (ILLINOIS EAST) WITH PROJECT ORIGIN ATLATITUDE: 42-21-30.99516 NLONGITUDE: 88-15-49.76303 WELLIPSOIDAL HEIGHT: 699.769 SFTGROUND SCALE FACTOR: 1.0000579881ALL MEASUREMENTS ARE ON THE GROUND.UTILITY ATLAS NOTES:CONTACTSRESPONSEA. T. & T. DISTRIBUTIONCOM-EDCITY OF MCHENRYCOMCASTNICOR GASRESPONDED "NO PRINTS"J.U.L.I.E. DESIGN STAGE REQUEST DIG NUMBER X0190996 RECEIVED 01/19/21.CONTACTS PROVIDED BY J.U.L.I.E. & LISTED BELOW WERECONTACTED BY V3 VIA FAX, REQUESTING UTILITY ATLASINFORMATION ON 01/19/21.NO PAINTED PARKING STALLSPARKING STALLSBENCHMARKSOURCE: TRIMBLE VRS, DATUM NAVD 88.PROJECT ORIGIN AT:LATITUDE: 42-21-30.99516 NLONGITUDE: 88-15-49.76303 WELLIPSOIDAL HEIGHT: 699.769 SFTGROUND SCALE FACTOR: 1.0000579881ALL MEASUREMENTS ARE ON THE GROUND.SITE:STATION DESIGNATION: SBM#1ESTABLISHED BY: V3 COMPANIESDATE: 01/21/21ELEVATION: 816.24 (MEASURED)DATUM: NAVD88DESCRIPTION: ARROW ON NNW BONNET BOLT ON FIRE HYDRANTLOCATED AT WEST SIDE OF PINE DRIVE, SOUTH OF #2007 BUILDING,NEAR STREET END.STATION DESIGNATION: SBM#2ESTABLISHED BY: V3 COMPANIESDATE: 01/21/21ELEVATION: 788.96 (MEASURED)DATUM: NAVD88DESCRIPTION: SSW BONNET BOLT ON FIRE HYDRANT LOCATED AT SOUTHSIDE OF ALMOND LANE WEST OF HAZELWOOD DRIVE.THE ELEVATIONS ABOVE WERE KNOWN TO BE ACCURATE AT THE TIMETHEY WERE ESTABLISHED. V3 DOES NOT CERTIFY TO THE ACCURACYTHEREAFTER, NOR ASSUMES RESPONSIBILITY FOR THE MIS-USE ORMIS-INTERPRETATION OF THE INFORMATION SHOWN HEREON.IT IS ADVISED THAT ALL OF THE ABOVE ELEVATIONS BE CHECKEDBETWEEN EACH OTHER AND VERIFY A MINIMUM OF 3 SURROUNDINGUTILITY RIM ELEVATIONS AND ANY ADJACENT BUILDING FINISHED FLOOROR TOP OF FOUNDATION ELEVATIONS SHOWN HEREON PRIOR TO USE ORCOMMENCEMENT OF ANY CONSTRUCTION OR OTHER WORK.PERSONS USING THIS INFORMATION ARE TO CONTACT V3 IMMEDIATELYWITH ANY DISCREPANCIES FOUND PRIOR TO THE START OF ANY WORK.THIS PROPERTY IS IN AN AREA OF MINIMAL FLOODING (ZONE X) ASDEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY'SFLOOD INSURANCE RATE MAP OF MCHENRY COUNTY, ILLINOIS(COMMUNITY PANEL NO. 17111C0207J) EFFECTIVE DATENOVEMBER 16, 2006.FLOOD HAZARD NOTESTATE PLANE MERIDIANGRAPHIC SCALE1.COMPARE THIS PLAT, LEGAL DESCRIPTION AND ALL SURVEY POINTS AND MONUMENTS BEFORE ANYCONSTRUCTION, AND IMMEDIATELY REPORT ANY DISCREPANCIES TO SURVEYOR.2.DO NOT SCALE DIMENSIONS FROM THIS PLAT.3.THE LOCATION OF THE PROPERTY LINES SHOWN ON THE FACE OF THIS PLAT ARE BASED UPON THEDESCRIPTION AND INFORMATION FURNISHED BY THE CLIENT, TOGETHER WITH THE TITLECOMMITMENT. THE PARCEL WHICH IS DEFINED MAY NOT REFLECT ACTUAL OWNERSHIP, BUTREFLECTS WHAT WAS SURVEYED. FOR OWNERSHIP, CONSULT YOUR TITLE COMPANY.4.MANHOLES, INLETS AND OTHER UTILITY RIMS OR GRATES SHOWN HEREON ARE FROM FIELDLOCATION OF SUCH, AND ONLY REPRESENT SUCH UTILITY IMPROVEMENTS WHICH ARE VISIBLEFROM ABOVE GROUND AT TIME OF SURVEY, THROUGH A NORMAL SEARCH AND WALK THROUGH OFTHE SITE. UNDERGROUND UTILITY LINES SHOWN HEREON, IF ANY, ARE BASED ON FIELD LOCATEDSTRUCTURES IN COORDINATION WITH ATLAS INFORMATION PROVIDED BY UTILITY COMPANIESTHROUGH J.U.L.I.E.'S DESIGN STAGE PROCESS. SEE "UTILITY ATLAS NOTES" HEREON FORSPECIFICS.5.NO DRAIN TILES, IF ANY EXIST, SHOWN HEREON.6.THIS SURVEY MAY NOT REFLECT ALL UTILITIES OR IMPROVEMENTS IF SUCH ITEMS ARE HIDDEN BYLANDSCAPING OR ARE COVERED BY SUCH ITEMS AS DUMPSTERS, TRAILERS, CARS, DIRT, PAVINGOR SNOW. AT THE TIME OF THIS SURVEY, 12" SNOW COVERED THE SITE. LAWN SPRINKLERSYSTEMS, IF ANY, ARE NOT SHOWN ON THIS SURVEY.7.OTHER THAN VISIBLE OBSERVATIONS NOTED HEREON, THIS SURVEY MAKES NO STATEMENTREGARDING THE ACTUAL PRESENCE OR ABSENCE OF ANY SERVICE.8.CALL J.U.L.I.E. AT 1-800-892-0123 FOR FIELD LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANYDIGGING OR CONSTRUCTION.9.PUBLIC AND/OR PRIVATE RECORDS HAVE NOT BEEN SEARCHED TO PROVIDE ADDITIONALINFORMATION. OVERHEAD WIRES AND POLES (IF ANY EXIST) ARE SHOWN HEREON, HOWEVER THEIRFUNCTION AND DIMENSIONS HAVE NOT BEEN SHOWN.10.RESTRICTIONS THAT MAY BE FOUND IN LOCAL BUILDING AND/OR ZONING CODES HAVE NOT BEENSHOWN. HEIGHTS AND BUILDING RESTRICTIONS (IF ANY) HAVE NOT BEEN SHOWN. ONLY THOSESETBACK RESTRICTIONS SHOWN ON THE RECORDED SUBDIVISION PLAT OR IN THE TITLECOMMITMENT HAS BEEN SHOWN. THIS PROPERTY IS SUBJECT TO SETBACKS AS ESTABLISHEDPURSUANT TO CITY OF MCHENRY ZONING ORDINANCES AS AMENDED. IN REFERENCE TO TABLE AITEM 6, THERE MAY BE A NEED FOR AN INTERPRETATION OF A RESTRICTION, THE SURVEYORCANNOT MAKE A CERTIFICATION ON THE BASIS OF AN INTERPRETATION.11.THIS PROPERTY IS ZONED C-5 PER CITY OF MCHENRY ZONING MAP. SEE CITY OF MCHENRY ZONINGORDINANCE FOR SPECIFICS.12.THERE IS NO OBSERVABLE EVIDENCE OF CEMETERIES ON THE PROPERTY.13.THERE IS NO OBSERVABLE EVIDENCE OF CURRENT EARTH MOVING WORK, BUILDINGCONSTRUCTION OR BUILDING ADDITIONS.14.THE SURVEYOR IS NOT AWARE OF ANY NEW OR PROPOSED RIGHT OF WAY CHANGES. UNLESSSHOWN OR NOTED HEREON, THERE WAS NO EVIDENCE OF RECENT STREET OR SIDEWALKCONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.15.WETLANDS WERE NOT OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.16.A CURRENT FIRST AMERICAN TITLE INSURANCE COMPANY'S TITLE COMMITMENT FILE NO.NCS-1042120-MKE DATED NOVEMBER 24, 2020 WAS PROVIDED FOR SURVEYOR'S USE AT THE TIMEOF PREPARATION OF THIS SURVEY. SEE "NOTES FROM SHEDULE B, PART II" SHOWN HEREON FORDETAILS.GENERAL NOTESSURVEYOR'S CERTIFICATESTATE OF ILLINOIS ) )SSCOUNTY OF DUPAGE )TO: CONTINENTAL PROPERTIES COMPANY INC. BERNARD BLAKE FARM, LLC FIRST AMERICAN TITLE COMPANYTHIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT ISBASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAILREQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED ANDADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(b), 7(a), 8, 9, 10, 11,13, 14, 16, 17, 18, 19, & 20 OF TABLE A THEREOF.THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUMSTANDARDS FOR BOUNDARY & TOPOGRAPHIC SURVEYS.THE FIELD WORK WAS COMPLETED ON MARCH 5, 2021.DATED THIS 10TH DAY OF MARCH, A.D., 2021.___________________________________________CHARLES W. BARTOSZILLINOIS PROFESSIONAL LAND SURVEYOR NO. 35-3188MY LICENSE EXPIRES ON NOVEMBER 30, 2022.V3 COMPANIES, LTD. PROFESSIONAL DESIGN FIRM NO. 184000902THIS DESIGN FIRM NUMBER EXPIRES APRIL 30, 2021.CBARTOSZ@V3CO.COMCH A R LEW.BARTOSZSI ONILLI,EGDIRDOOW3188PROFESSIONALSURVEYORSTATE OFILLINOISLANDSASPHALT PAVING OR WATER (LABELED)EXISTING CONTOUR LINEEXISTING FENCELINE (CHAIN LINK)EXISTING FENCELINE (WOOD)EXISTING FENCELINE (WIRE)UNDERGROUND CABLE TVUNDERGROUND ELECTRICUNDERGROUND TELEPHONECURBEXISTING BUILDINGMARSH AREAWETLANDSDEPRESSED CURBUNPAVED ROADCONCRETEWATER MAINEDGE OF WATEROVERHEAD WIRESSANITARY SEWERSTORM SEWERRAILROAD TRACKSGAS MAINGUARDRAILEXISTING SPOT ELEVATIONCMP CORRUGATED METAL PIPERCP REINFORCED CONCRETE PIPEFES FLARED END SECTIONEXISTING EDGE OF PAVEMENT ELEVATIONEXISTING TOP OF CURB ELEVATIONCONC. CONCRETEDUCTILE IRON PIPESTORM DRAINSANITARY SEWERSANDIPSDINV INVERTBW BOTTOM OF WALLBIT. BITUMINOUSMH MANHOLECW CONCRETE WALKTW TOP OF WALLTP TOP OF PIPEBW BACK OF WALK782.62782.62782.12VCP VITRIFIED CLAY PIPEEP EDGE OF PAVEMENTTC TOP OF CURBGUT GUTTERF.L. FLOW LINEDEP DEPRESSED CURBFRM. FRAMEBRK. BRICKA.P. ACCESSIBLE PARKINGT.F. TOP OF FOUNDATIONF.F. FINISHED FLOORABBREVIATIONSLEGENDCB CHORD BEARINGN NORTHS SOUTHE EASTW WESTR RADIUSA ARC LENGTHP.U.E. PUBLIC UTILITY EASEMENTU.E. UTILITY EASEMENTD.E. DRAINAGE EASEMENTPT POINT OF TANGENCYPC POINT OF CURVATUREPRC POINT OF REVERSE CURVATUREPCC POINT OF COMPOUND CURVATUREINFORMATION TAKEN FROM DEEDEXCEPTION TO BLANKET EASEMENTM.U.E. MUNICIPAL UTILITY EASEMENTI.E. INGRESS & EGRESS EASEMENT<DEED>[CALC]CALCULATED DATUMMEASURED DATUM(REC)RECORD DATUMMEAS.ETBEGUY POLEUTILITY POLETRAFFIC LIGHTFIBER OPTIC CABLE LINEWATER METERPUBLIC PAY TELEPHONEPARKING METERGAS METERHEADWALLTELEPHONE PEDESTALMAILBOXCABLE TV PEDESTALTRAFFIC LIGHT POLELIGHT STANDARDELECTRIC MANHOLETELEPHONE MANHOLEELECTRIC METERTRAFFIC CONTROL VAULTTRANSFORMER PADPAINTED TELEPHONE LINEPAINTED ELECTRIC LINETRAFFIC CONTROL BOXELECTRIC PEDESTALELECTRIC VAULTELECTRICAL JUNCTION BOXELECTRIC SERVICE OUTLET BOXHANDHOLEPOWER POLEANCHORBASKETBALL HOOPW/ TRUNK SIZE W/ TRUNK SIZE DECIDUOUS TREE PIPELINE MARKERPAINTED GAS LINEGAS VALVE VAULTNON-DECIDUOUS TREE GAS VALVEGAS METERWATER VALVEWATER VALVE VAULTPAINTED WATER LINEIRRIGATION HEADWETLAND MARKERMONITORING WELLPOST INDICATOR VALVEWELL HEADHOSE BIBPOSTB-BOXSIGNHYDRANTSTORM INLETSANITARY MANHOLESTORM MANHOLECURB INLETFLARED END SECTIONFLAGPOLECLEANOUTQUARTER SECTION CORNERSECTION CORNERAIR CONDITIONER PAD/UNITELECTRIC TRANSFORMER PADSB#BUSHSOIL BORING HOLE W/ NUMBERUNDERGROUND CABLE TV(ATLAS INFO.)UNDERGROUND FIBER OPTIC CABLE(ATLAS)UNDERGROUND ELECTRIC(ATLAS INFO.)UNDERGROUND TELEPHONE(ATLAS INFO.)GAS MAIN(ATLAS INFO.)WATER MAIN (ATLAS INFO.)SANITARY SEWER(ATLAS INFO.)STORM SEWER(ATLAS INFO.)FOUND IRON RODFOUND PK NAILSET TRAVERSE POINTFOUND DISK IN CONCRETEFOUND ROW MARKERFOUND RAILROAD SPIKESET PK NAILSET IRON PIPEFOUND IRON BARFOUND BRASS DISCSET CONCRETE MONUMENT WITH BRASS DISCFOUND IRON PIPEFIPSIPSBMFIBSPKFBDFIRFPKFRSTPSET CONCRETE MONUMENT WITH IRON PIPESCMFOUND CUT CROSSFCCFOUND MAG NAILFMGSET MAG NAILSMGPROPERTY LINEEXISTING LOT LINEPROPOSED EASEMENT LINEEX. & PRO. BUILDING SETBACK LINEEXISTING EASEMENT LINESECTION LINEPROPOSED LOT LINEEX. & PRO. CENTERLINEEXISTING RIGHT-OF-WAY LINEPROPOSED RIGHT-OF-WAY LINEIRRIGATION CONTROL VALVESITEZONING INFORMATIONZONING DESIGNATION IS C-5 HIGHWAY COMMERCIAL DISTRICT: AS TAKENFROM THE CITY'S WEBSITE https://mchenry.maps.arcgis.com/apps/webappviewerAND NOT PROVIDED BY THE INSURER PURSUANT TO THE ALTAREQUIREMENTS. FOR DETAILS SEE THE CITY OF MCHENRY ZONINGORDINANCEhttps://codelibrary.amlegal.com/codes/mchenryil/latest/mchenry_il/0-0-0-25867Minimum lot area in square feet - NoneMinimum lot width in feet - NoneAlong arterial street - 200Minimum required front yard depth or corner side yard width in feet - 30Minimum interior side yard:Width in feet - 10Adjacent to Residential District - 25Minimum rear yard:Depth in feet - 15Adjacent to Residential District - 30Maximum floor area ratio - 1.0PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE 8, EAST OF THE THIRD PRINCIPALMERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION; THENCE NORTH89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 42.72 FEET (DEED = NORTH 89DEGREES 28 MINUTES 57 SECONDS EAST, 40.0 FEET), TO THE EAST RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 31 SAIDLINE BEING 40.0 FEET EAST OF AND PARALLEL TO SAID CENTERLINE; THENCE NORTH 00 DEGREES 04 MINUTES 57SECONDS WEST ALONG SAID LINE 507.0 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST 507.0FEET), TO THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 2000R0060046; THENCENORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST),ALONG THE SOUTH LINE THEREOF, 405.18 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED INDOCUMENT NO. 98R00052114 FOR THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 35 MINUTES18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG SAID LINE, 528.84 FEET TOTHE SOUTHEAST CORNER OF SAID PROPERTY DESCRIBED IN DOCUMENT NO. 2000R0060046; THENCE NORTH 0DEGREES 06 MINUTES 19 SECONDS WEST ALONG THE EAST LINE THEREOF, 100.30 FEET (DEED = NORTH 0 DEGREES12 MINUTES 40 SECONDS WEST 100.30 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONGTHE EAST LINE THEREOF, 302.77 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.77 FEET);THENCE SOUTH 89 DEGREES 53 MINUTES 39 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 198.02 FEET (DEED =SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 39SECONDS WEST ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES 13 MINUTES 00 SECONDSWEST, 574.15 FEET) TO THE SOUTHERLY RIGHT-OF-WAY LINE OF F.A. ROUTE 201 AS DESCRIBED IN CIRCUIT COURTCASE 73-3756; THENCE SOUTH 57 DEGREES 19 MINUTES 14 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 296.12FEET; THENCE SOUTH 65 DEGREES 39 MINUTES 38 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 400.78 FEET;THENCE SOUTH 62 DEGREES 05 MINUTES 03 SECONDS EAST, 132.39 FEET TO THE WEST LINE OF THE EAST 755.70FEET OF SAID SOUTHEAST QUARTER, SAID LINE ALSO BEING THE WEST LINE OF THE OAKS OF MCHENRY PHASE 2,BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER, ACCORDING TO THE PLAT THEREOF, RECORDEDAPRIL 28, 1999 AS DOCUMENT NO. 1999R0031334; THENCE SOUTH 0 DEGREES 04 MINUTES 30 SECONDS EAST ALONGSAID WEST LINE, 1090.14 FEET TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER; THENCE SOUTH 89 DEGREES 35MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE, 1458.85 FEET TO THE SOUTHEAST CORNER OF LOT 2 INCOLOMER SUBDIVISION, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER ACCORDING TO THE PLATTHEREOF, RECORDED JUNE 1, 1998 AS DOCUMENT NO. 98R00033676; THENCE NORTH 0 DEGREES 06 MINUTES 45SECONDS EAST ALONG THE EAST LINE OF SAID LOT 2 AND THE EAST LINE OF THE PROPERTY DESCRIBED IN SAIDDOCUMENT NO. 98R00052114, A DISTANCE OF 507.00 FEET TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY,ILLINOIS.LEGAL DESCRIPTIONNOTES FROM SCHEDULE B PART IIEXCEPTIONSNOTE3.4.5.6.7.PLAT OF TRANSIT LINE, DOC. 413547EXCEPTIONS NOT SHOWN ABOVE AFFECT THE PROPERTY BUT ARE NOT PLOTTABLE. CLARIFICATION STATEMENTSa.its location is shown;b.its location cannot be determined from the record document;c.there was no observed evidence at the time of the fieldwork;d.it is a blanket easement;e.it is not on, does not touch, and/or - based on the description containedin the record document - does not affect, the surveyed property;f.it limits access to an otherwise abutting right of way;g.the documents are illegible; orh.the surveyor has information indicating that it may have been released orotherwise terminatedi.transit line north of property* easement along east side of IL Route 31 r.o.w.(i)(i)P.I.N. 09-23-400-004 09-23-400-031PLAT OF TRANSIT LINE, DOC. 631867PLAT OF TRANSIT LINE, DOC. 636003GAS EASEMENT, DOC. 355521NOTICE OF AN ORDER FOR FREEWAY, DOC. 424540(i)(e) *(i)RESPONDED WITH ATLASRESPONDED WITH ATLASNO RESPONSENO RESPONSEN:\2020\20776\Drawings\ACAD\SVY\VP03.1\ALTTOP20776_20210128.dwg, 3/9/2021 1:36:29 PM 812. 5 6 812. 5 811. 8 813. 0 812.6 808.8 801.7 793. 3 787. 7 786. 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812.5 812.6 812. 5 812.4 812. 6 812. 5 812. 7 812. 7 812.9 813. 4 813.4 813. 0 812. 0 811.1 809. 6808.0 807.0 806.0 805.4 804.7 804. 1 803. 7 803. 6 803. 4 803.4 803.1 802.7 802. 6 802.7 803.7 804.7 805. 8 806. 8 808.0 809. 0 810.2 811.3 812.2 812. 9 813.0 813. 1 812. 6 812. 4 812. 4 812.5 812. 5 812. 6 812.1 811. 9 811. 5 811.3 810.6 810. 2 809. 8 796.7 6 796. 7 7 796. 2 796. 7 9 796.7 8796. 8 7 796.84 FFE 795. 8 5EEEE795. 6 5 794.6 9 795. 7 5795. 5 1 795. 4 8 795. 4 1 794. 6 0 794. 6 0 794. 9 9 793. 7 8 794. 3 1 794. 4 0 797. 5 0794.3 7 797. 4 6 794.5 791.4 8 791. 4 6 791. 3 2 795.44 FFE 791. 4 7791.4 3 795.4 5 795. 3 5 791. 5 795. 3 0 795. 3 8 795.4 3 795. 3 1 794. 9 2 795. 0 6794. 8 3 807.54 FFE E794. 6 1 794.7 2 793. 6 8E794.15 FFE EE793. 9 6 794.16 FFE 793. 5 5 793. 8 5 793. 5 8 793. 5 5793. 9 0E794.10 FFE 793. 4 2 790. 5 0 792. 2 3 790. 5 3 793. 6 4 793.5 9 793. 5 4 793. 6 2 GG793. 5 2 E793.46 FFE 793. 3 5 792.7 4 792. 6 3 792. 8 5 792. 8 7 792. 8 6 792. 0 3 792. 0 5 792.0 6 792. 0 4 791.6 5E 789.8 8 791. 7 7 791. 9 8 792.15 FFE 791. 9 8 792.0 7 791. 8 2 791. 7 7 790.7 2 790. 6 7 790. 7 0 790. 7 4 790.1 7 8" 6" 10" 10" 10" 15" 12" 8" 8" 8" 12" 15" 15" 10" 10" 10" 18" 12" 789. 7 9 789.5 5 789. 9 2 790. 0 6 790. 8 0 790. 3 2 790. 2 7 790. 2 0 790. 2 6 790. 3 8 789. 9 9 790. 7 6 790. 7 2 790.85 FFE 790. 4 2 790.7 5 791. 0 0 791. 1 2 788. 9 5789.4 2 8" 6" 790.8 0790. 8 4 790. 8 2 790. 7 8 GG8" 786. 4 3 787. 0 2 786. 5 0 786. 3 9 786. 5 1 786. 4 2786. 2 7 786. 6 5 786.3 3 787. 5 9799. 1 9 787. 7 8 787.1 7 790. 6 2 785. 9 6786. 0 3 786. 0 6 786.6 6 786. 8 0 790.72 FFE 790.73 FFE 786. 7 1 785. 5 9 786. 4 4 786. 3 5 786. 3 8 786. 3 8 786. 3 2 786. 3 4 786. 2 8 PSD 813. 6 1 813.8 813.2 812.5 812.5 813.6813.7813. 5813. 3812.9 812.6 813.5 813. 2 812. 6 812.6 817. 5 0 814. 7 4 814. 5 3 814. 8 5 814. 9 6 814. 7 7 814. 8 0 814. 4 4 814.96 TF E814. 2 0 814.2 814. 5 4 814.5 814. 4 813. 8 813.4 813.0 814. 0 813. 9 7 813. 9 6 814. 9 8 815. 1 2 814. 9 9 814. 9 1 814. 1 7 813. 6 6 813. 3 7 812. 7 8 813.6 813. 3 813. 3 813. 0 6 813. 0 0 811.7 811.6 812.9 814. 7 0 G815.03 TF 814. 3 814.6 814.9 815.2 815. 4 814.8814. 2813. 7 814. 7 9 814.6 2 814.5 6814. 9 6 815.16 FFE 814.0 7 813. 9 0 813. 8 9814. 0 6 813. 3 6 813. 1 0 813. 0 6 813.1 3 813. 6 0 813. 7 5 813. 5 0 813. 5 2 813. 4 7 813. 6 8814.1 6 813. 6 9814. 1 4 814. 2 2 814. 4 2 814. 2 4 815. 2 815.2 814. 9 9 815.0 4 816.12 TCF G815. 7 1 815. 8 9 813. 4 3 815.3 E815. 4 6 814. 0 7 813. 8 0 813. 8 0 813.4 2 813. 3 9 813. 4 2 813. 5 7 813. 6 1 813. 1 6 813. 2 3 813. 0 9 813. 9 1 814. 0 7 814. 1 3 815. 1 8 816.15 TCF 814.9 814.3 813. 1 812. 3 811. 9 812. 4 812.4 814. 1 6 814. 0 9813. 5 4 813. 1 7 813. 3 1813. 7 9 813. 3 2813. 4 6 813. 0 4 812.5 7 812. 5 3812. 9 9 812. 3 0 811. 8 2 812.4 4 812. 5 6 812. 3 9 811. 9 5 812. 7 8 812.9 5 812. 2 5 812. 8 4 813. 4 4 813.8 0 815. 4 1 815.59 FFE 817.38 FFE 815. 4 4 816. 5 2 816.6 3 816. 5 2 815. 3 2 815. 2 3 815. 2 2 783.3 0783. 6 5783. 4 5 783. 5 7783. 7 4 783. 6 4 783. 7 8 783. 7 9 783. 6 8 783. 4 7 783. 4 1 783.3 2 783.3 2 783. 2 5 783. 1 7 783.4 1 783. 4 6 783.5 2 783. 1 2 783. 1 3783. 3 2 784. 6 9 786.2 2 783. 5 2783. 6 2 783. 8 8 783. 5 6 783.6 0 783.3 9 783.2 7783. 7 2 783. 7 8 783. 9 1 784. 1 0 784. 0 7 784. 0 7 783. 8 0 783. 4 9783. 9 2 783. 1 3 784. 1 3 783.7 2 784. 2 2 784. 5 4 784.4 4784. 7 4 785.1 2 785. 0 6 784.5 6 784. 4 7 784. 1 4 784. 2 0 783. 9 9 784. 3 7 784. 0 8 784.3 3 784. 3 2784. 7 1 784. 4 0784. 8 3 787. 4 3 785. 4 785.6 802. 6 6 803. 0 7 784. 8 1 784. 5 0 784. 7 0 784. 7 0 784. 6 4 785. 2 6 785. 0 7 785. 3 3 785. 0 9 785.2 9 783. 5 9 784.0 3 783. 5 4 783. 8 4 783. 9 7 784. 3 0 784.1 8784. 0 8784. 5 6 784. 6 6 784. 2 3 784. 4 3 784. 5 5 784. 3 6784. 8 0 784.7 5 784. 5 8 785. 1 4 785.72 FFE 785. 0 6784.8 8785. 3 8 785. 2 4 785. 5 1 785.7 6 785. 3 1 785. 4 3 785.6 2 785. 5 6 785. 4 3 785. 3 3785. 8 3 785. 6 0 785. 0 8785. 5 2 786. 0 5 784. 8 5785.4 3 786. 4 7 784. 5 6785. 0 8 785. 4 1 786. 7 4 784. 9 7 785. 1 3 788. 9 0 790.6 6792. 5 9 793. 9 6796. 8 3 799. 7 3 800.3 6 799. 5 8 789. 8 0 789. 3 2 790. 7 3 790. 7 8 791. 7 7 792.0 1 792. 7 4 794. 4 1 794. 7 4 796.6 9 797. 3 2 797. 7 8 798. 3 7 798. 3 6 798. 4 7 799. 2 0 799. 2 4 799. 7 7 TP TP TP 795. 0 6795. 6 0 797. 1 3796. 7 795. 7 8 795. 1 7 795. 4 9 794. 8 1 792.5 9 TP TP TP MATCH LINE#6034 WATER VALVE VAULT RIM=793.78 TP =788.43 12" STEEL W, 12" PVC E #6050 STORM INLET RIM=791.32 FILLED WITH DEBRIS #6148 WATER VALVE VAULT RIM=790.53 TP =785.33 18" PVC N, S #6202 STORM INLET RIM=789.88 IE 12" RCP E=785.08 IE 10" PVC W=785.38 #11717 SANITARY MH RIM=784.14 IE 10" PVC NW=778.24 IE 10" PVC E=778.14 IE 10" PVC S=778.19 #5968 WATER VALVE VAULT RIM=795.25 TP =789.50 18" PVC N, S 12" CAST IRON W #11775 STORM INLET RIM=784.23 FILLED WITH DEBRIS #11669 WATER VALVE VAULT RIM=783.32 FULL OF WATER #2062 STORM INLET RIM=813.06 IE 12" RCP E=809.71 #5966 STORM INLET RIM=792.59 IE 24" RCP N=786.59 IE 12" CPP S=786.59 IE 10" CPP SW=787.89 #6120 STORM MH RIM=793.55 IE 10" CPP E=788.00 IE 12" PVC W=788.45 IE 12" PVC SW=788.40 #6251 WATER VALVE VAULT RIM=789.79 TP =784.09 12" PVC E, W #11760 STORM MH RIM=785.29 IE 4" CPP N=782.69 IE 6" PVC SE=782.69 IE 15" RCP W=781.99 #6140 WATER VALVE VAULT RIM=790.50 TP =785.50 18" PVC N, S 12" STEEL W #6345 WATER VALVE VAULT RIM=785.59 TP =778.99 12" PVC N, S #11785 SANITARY MH RIM=784.58 IE 10" PVC E=778.83 IE 8" STEEL S=778.88 #11671 SANITARY MH RIM=783.25 IE 8" PVC W=777.47 IE 8" PVC S=777.40 #2141 STORM MH RIM=813.42 IE 12" RCP E=808.87 IE 12" RCP W=808.77 IE 12" RCP S=808.72 #2117 SANITARY MH RIM=814.24 IE 8" N, S=803.24 IE 8" W=804.09 TYPE OF PIPES UNKOWN #2148 STORM INLET RIM=813.09 IE 12" RCP W=809.44 #2054 WATER VALVE VAULT RIM=814.17 TP 18" STEEL E, W=807.82 #5758 STORM INLET RIM=794.00 IE 12" CPP N=787.96 IE 12" CPP S-787.96 IE 12" CPP W=788.05 IE 12" PVC SW=788.78 #5908 STORM INLET RIM=794.41 IE 12" CPP N=791.51 IE 10" RCP S=791.69 #5940 WATER VALVE VAULT RIM=794.83 TP 12" PVC E, W=789.12 #5939 WATER VALVE VAULT RIM=794.91 TP 12" PVC N, S=789.19 #5736 STORM INLET RIM=792.42 UNABLE TO OPEN #5697 STORM INLET RIM=792.26 IE 12" CPP E=790.46 #11759 SANITARY MH RIM=785.09 IE 10" PVC W, SE=778.39 #2055 WATER VALVE VAULT RIM=813.66 TP 18" STEEL N, S=807.66 PINE DR.BIRCH LN.BLAKE BOULEVARD WATER ELEV. = ±778.2 ON 01-28-21 TP SBM #1 GENERATOR 2 STORY FRAME BUILDING WINDOW WELL 2 STORY FRAME BUILDING STEEL RAIL BOLLARD (TYP.) TRASH COMPRESSOR TRASH COMPRESSOR EDGE OF TREES STONE WALL CHAIN LINK FENCE HIGH 1 STORY CONC. BLOCK BUILDING HIGH 1 STORY CONC. 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8 4 " 787. 1 3787. 5 5 788. 0 3 787. 6 1 787. 1 8787. 6 3 786. 5 6786. 9 3 787.2 1 787. 2 4 4" x 4 8"782. 5 4 786. 1 5786. 6 2 786. 3 5 785. 8 8 785. 9 7 785. 4 6 785. 3 0785.8 7 786.0 1 785. 5 2 786.3 5 785. 8 8 785.0 7785. 4 3 785. 6 6784. 9 7 784.7 0 784. 5 2 784.6 2 784.4 8784.9 8 785. 1 7 784. 6 8 786.3 6" 785. 4 6 784. 9 9 785. 3 3785. 7 8 785. 4 7 784. 5 7 786. 6 6 784. 0 6 781. 2 4 783. 3 2 783. 5 2 784. 0 5 781. 0 0 779.6 0 779. 6 6 785.3 0785.7 9 785. 7 3 785.2 6 784.9 2785. 3 6 785. 0 5 784. 6 6 784. 0 1784. 4 4 784.0 2 783. 5 8 783. 7 2 783. 1 7783. 2 4 782. 8 2 782. 7 4 783. 2 8 783. 7 8 785. 4 7 784. 4 3 784.4 4 783.8 9 782. 0 7782. 4 6 783. 0 0 782. 5 5 782. 5 3 782. 4 9 782. 8 6 783. 1 9 783. 0 1 783. 1 9 783. 5 9 783. 1 3 783. 6 3 783. 1 4 783. 1 9 782.6 9 782. 3 8782. 9 2 782. 6 4 782. 0 8 781. 8 2 782.1 0 783.7 9 783. 8 6 783. 6 9 783. 5 3 784. 6 6784. 6 6 8" 785. 3 4 784. 9 5 785. 4 1 785. 3 8 785. 0 6 784. 5 9784. 7 2 784.5 2784. 6 7 785. 0 3 783. 8 6784. 4 7 785. 3 782. 4 9 782. 5 9 783. 2 5 782. 6 7783.0 9 783. 6 0 783. 1 2 783. 4 4783. 9 5 783. 6 3784. 0 8 783. 7 5784. 3 0 12" 782. 8 8 782. 5 2 781. 7 3 781. 9 9 781. 1 9 781. 3 5781. 8 5 781. 9 6 781. 5 3 781. 5 6782. 0 7 782. 0 6 781. 5 9 781. 6 6781. 7 5 782.0 9 782. 1 4 781. 7 1 781. 6 4782. 0 8 781.4 6781. 9 0 781. 7 7 781. 2 6 782. 1 0 781. 2 3 780. 8 2 782. 1 781.3 781.1 781.7 781.3 780. 0 2 781. 3 782. 1 781. 8 782.2 782.0 5 781. 5 8 783. 2 2 782. 6 9 784. 1 9 783. 0 0783. 5 4 782. 0 8 783. 8 0784. 3 1 784. 3 0 783. 7 5 788. 4 9 786. 3 7 785. 4 4 781. 6 9 781. 2 2 781.14 FFE 781. 6 9 781. 1 2 781. 4 0781. 9 4 781. 8 6782. 3 4 782.5 4782. 9 9 783.1 9783. 8 2 781. 9 1 781. 0 1 783. 3 7783. 9 1 783. 2 7783. 9 4 783. 7 2 783. 5 2 782. 9 4 783. 0 0 783. 7 5 783. 8 8 783. 3 5 782. 8 0 783. 4 4 782. 8 8 783. 5 4 783. 0 3 782. 0 2 782. 1 9 781. 8 1 781. 9 9782. 3 9 782. 3 6 782. 0 3 782. 4 5782. 8 5 782. 2 3782. 6 6 782.5 0 782. 1 3 781. 3 3781.7 7 783. 9 788. 4 7 788. 6 4 788.6 7 789. 0 3790.0 2 792.5 5 792. 1 3 792. 4 4 788. 8 6 790. 9 6 14" 22" 12" x 3 12" 4" x 310" x 4 800.2 800.4 802. 5 800. 6 800.1 800.3 800.5 799. 3 785. 0 2 788. 9 9 785. 5 4 781.9 782. 4 783. 1 9 784. 3 0 789. 8 791.0 791.3789. 0 8 792. 5 16" 796. 7 798. 7 800. 3 781. 2 5 781. 3 2 781. 2 2 781. 4 5 789. 0 1 781. 5 6 781. 5 2 781. 8 2788. 8 8 789. 0 9 789. 0 5 781. 8 0 781. 4 3 781. 1 4 780. 9 5 781. 4 5 780. 9 5781. 2 8 780.1 780.3 780. 7 781. 4 781. 5 6 781.5 2 781. 8 7 781.5 9782. 0 4 781. 4 4781. 8 8 781. 7 0 781. 1 5 779.9 0780. 2 7 779.7 776.7 775. 6 780.7 776. 6780.6 780.7 776.7 781. 0 2 780. 7 6 780. 6 2 780. 8 1 780. 5 4 780. 8 6 780. 8 0 780. 6 2 780. 1 0 780. 3 5 780. 4 1 780. 4 4 780.4 4 780. 4 9 781. 0 9 781. 0 9 780. 7 0 781. 8 9 783. 0 7 783. 8 9 782. 3 3 781. 7 1 787.1 9 785. 0 1 785. 3 3 784. 3 5784. 9 3 783.7 7 784.7 4 784. 2 3 784.0 1784. 4 3 783. 7 3 783.3 2 782. 1 6 782.6 783. 7 1 783. 3 2 783. 3 6 782. 9 9 782. 9 0 782. 4 0 782. 3 0 781. 9 5 781. 3 6 781. 0 6 781. 0 2781. 3 5 789.9 804.7 5 806.0 2 806. 4 1 806. 1 4 806. 6 5 806. 8 1806. 8 4 809.40 FFE 809. 2 5 808.8 809.0 808.4 808.5 807.2 807. 9 809.1 809. 9 809.4 810. 3 811. 5 811.2 810.7 811. 2 811. 6 812.2 812.1 811. 6 806. 2 7806. 8 1 806. 7 4 804. 7 804.6 805. 6806.2 806.4 10"12" 8" 8"10" x 2 806. 9 0 806. 9 0 809. 7 3 812. 0 7 812. 1 0812. 1 811.5 5 811. 5 4 811. 9 812.0 812.2 813. 0 811. 5 811.7 812. 2 812. 9 6 814. 6 9 814. 4 0 814.7 814. 5 814. 6 814. 9 814. 1 1 814. 0 6 813. 4 811. 9 812. 0 815. 2 7 806.6 8 806. 8 4 806. 6 4806. 1 6 806. 3 7 806. 0 8 805. 9 6 806. 3 4 805. 9 8 806. 0 5 806. 3 3 806.2 3 806.0 3 805.6 0 805. 7 3 805. 6 1805. 9 8 806. 2 7 806. 3 4 808.5809. 0 7 810.01 TCF 807.4 808. 5 808.0 808. 7 7 808. 8 1 808. 8 1 809. 8 1 809. 7 7 809. 3 6 808. 5 808. 2 9 809.29 TCF 808. 4 6 808.49 FFE 808. 6 806. 1 1 805. 9 7 805. 7 6 805. 3 7 805. 4 7 805. 3 7805. 8 2 806. 0 3 806. 0 7 805. 7 8 805. 6 9 805. 4 1 804. 9 6 805. 1 1 805. 4 9 805. 1 4 805. 3 8 805. 6 2 805. 2 8 805. 3 0 805. 6 9 805. 3 2 805. 1 9 805. 4 9 805. 1 2 805. 1 0 805. 0 2805. 5 0 805.8 4 805. 8 6 806. 5 2 806. 2 8 806.3 9 806. 1 7806. 5 5 806.5 6 806.4 807.8 7 808.0 5 807.1 808.4 807. 4811. 3 807.6 806. 9 2 806. 8 6 806. 8 1 814. 1 4 814. 2 5 814. 0 2 814. 1 8 814. 5 1 814. 5 8 814. 0 1 812.8 812. 4 815.1 815. 3 6 815.35 FFE 815. 3 9 815.1 0 815. 3 815. 6 815. 4 4815. 4 5 815. 4 4 815.4 0 816.16 TCF 815. 2 815. 2 8 815. 8 4 815. 7 1 815. 7 815. 0 795. 7 8 797. 1 797. 1 794.9 794. 2 4794. 3 7794. 7 8 795. 9 1 795. 4 2 795. 8 7 796. 2 8 6" x 2 796. 0 3 795. 9 0 795. 7 1 795. 6 4 795. 4 8 795.0 5 795. 2 8 795. 1 5 795.0 2 794.9 0 794. 5 8794. 5 7 795. 2 6 794. 9 5 795. 4 9 794. 6 6795. 0 4 6" 805.7 806. 5 6" x 10" x 2 8"10" 8"8" 8" 8" 10" 6"6" x 2 8" 6" 6" 6" x 2 6" x 2 6" 5" x 2 5" x 4 6" 8" 16" 12"10" 7" 808.96 BLD HT 796.88 TCF 8" x 2 8" 16" 6" x 2 8"6" 8" 6" 6" x 2 6" 7"6" 6" x 2 7" 8" 6" x 2 6" 6" 6" 795.1 4795. 6 5 794. 9 2795. 4 4 794. 9 0 798.0 6 794. 9 6795. 4 6 795. 4 7 794. 9 1 794.9 6795. 4 6 795. 4 3 794. 9 8 795. 4 9 794. 5 8 794. 1 5794. 6 8 793. 5 3 792.9 3 793. 0 7793. 6 0 793. 7 8 793. 3 2 793.7 8 793.6 8 793. 1 6 793. 1 9793. 7 0 793. 7 2 793. 1 6 793. 8 3 794. 3 9 6" 6" x 3 797. 9 10" x 2 802.81 SBH B17 799.91 SBH B20 6" 6" 6" 4" x 6 800.95 SBH B21 8" 7" x 2 8" 8" 6"6" 6"6"6" 9" 807.85 SBH B15 790. 6 5 791.4 3 790. 9 6 791. 3 6 790. 9 3 791. 3 2 790. 9 9 791. 2 2 793.6 9 793. 1 1 790. 2 3 791.0 0 790. 5 4 790. 7 1 791.1 7 793.0 3 792. 5 3 6" x 5 6" 10" 8" 6" 6" 788. 5 3 788. 0 8 787. 5 4787. 9 8787.7 1 787. 3 0 787. 0 2787. 4 3 786. 6 3787. 1 2 786. 3 3 785. 8 5 786. 2 8786.7 7 787. 0 4 786. 6 1 786. 6 1787. 0 0 786. 8 9 786.3 6 786. 4 6786. 9 6 786.9 7 786. 4 8 787. 0 6 786. 5 4 786. 6 6787. 1 4 787. 2 9 786.8 4 788. 5 5788. 9 5 788. 4 4 789. 9 9 791. 5 0 790. 9 8 790.8 4791. 3 5 792. 7 6 793. 7 3 792. 3 9 790. 9 3 790. 8 3792. 2 4 792. 0 7 791. 1 4 790. 3 7 791. 1 1 792. 1 0 811.94 SBH R5 812.02 SBH P2 810.76 SBH P1810.92 SBH B1 812.13 SBH B2 810.17 SBH R2 806.58 SBH R1 812.05 SBH R3 812.69 SBH R4 811.57 SBH R6 810.77 SBH B3 810.25 SBH B4 809.30 SBH G3 809.02 SBH G4 806.27 SBH B5 798.10 SBH B22 799.20 SBH G5 808.77 SBH R18 801.12 SBH R14 809.40 SBH R9 805.85 SBH B12 808.95 SBH B16 807.73 SBH B11 810.19 SBH R8 809.06 SBH B10 806.18 SBH G2 806.02 SBH R16 805.94 SBH R15 806.04 SBH B9 809.42 SBH R7 809.47 SBH G1 792.81 SBH P4 788.20 SBH P3 100 SIP 1 W/CAP 101 SCC T/C @HYD 102 SCC T/C @HYD 103 SCC T/C @HYD 104 SCC T/C @HYD 106 SCC T/C @HYD107 SCC T/C @HYD 108 SCC T/C NOSE 109 SCC T/C 110 SCC T/C @HYD 112 SCC T/C @HYD 114 SCC ON S/W @HYD 115 SCC T/C @HYDONLY#20121 SANITARY MH RIM=794.15 IE 8" PVC N=788.05 #20197 STORM INLET RIM=792.46 IE 12" RCP S=789.06 #20110 WATER VALVE VAULT RIM=793.44 TP N, S=787.49 #20203 STORM INLET RIM=792.33 IE 12" RCP N=789.63 #20507 STORM INLET RIM=784.52 IE 12" RCP E=781.57 IE 18" RCP N=781.47 NO OTHER VISIBLE PIPES #20527 STORM INLET RIM=784.57 IE N, UNABLE TO MEAS. COULD NOT OPEN #20528 STORM MH RIM=786.66 IE 48" RCP W=776.11 #20529 STORM MH RIM=784.06 IE 48" RCP W=776.31 #20530 STORM INLET RIM=781.24 IE 12" CPP S=777.44 #20531 STORM MH RIM=783.32 IE 48" RCP E=775.97 IE 12" PVC N, UNABLE TO MEAS. #20532 STORM MH RIM=783.52 IE 48" RCP E=775.82 IE 12" PVC N, UNABLE TO MEAS. IE 12" PVC S=775.92 #20533 STORM MH RIM=784.05 IE 48" RCP W=775.90 IE 12" PVC S=776.00 #20534 WATER VALVE VAULT RIM=781.00 TP E, W=774.55 #20535 STORM INLET RIM=779.60 IE 12" RCP N=777.50 #20537 STORM INLET RIM=779.66 IE 12" RCP N=777.21 IE 12" RCP S=777.26 #20743 STORM INLET RIM=780.02 IE 12" RCP S, UNABLE TO MEAS. BOTTOM OF DEBRIS=776.32 PIPE PARTIALLY BLOCKED #20733 STORM MH RIM=782.10 IE 48" RCP E=776.45 IE ? RCP W=776.40 IE 12" RCP NW=776.50 #20754 STORM MH RIM=784.19 IE 48" RCP W=776.79 IE 4" CPP E=779.99 #20877 STORM MH RIM=782.02 IE 10" RCP NE=775.67 IE 12" RCP SE=775.67 IE 12" RCP W=775.57 IE 10" RCP NW=775.57 #21164 WATER VALVE VAULT RIM=806.65 TP N, S=800.90 #22172 STORM INLET RIM=794.24 IE 10" RCP N=792.09 2" GAS PER ATLAS 6" x -42 0.188" GAS PER ATLAS 8" x -42 0.203" GAS PER ATLAS EXISTING BUILDING BIT. BIT. BIT. CONC. WALK BIT. PARKING LOT 80080581080180280380480680780880981181281381381080680780880978 0 785 78 5 77 9 78 1 78 2 782 78 3 783 78 4 784 786 787 788780 78577978178278378478678778078577978178278378478679078878978078579077978178278378478678778878979179279379478078579077978178278378478678778878979 1791 795 800 796 797 798 799 801 802 800801802803804795 794 796785790 795783 7 8 3 784 7 8 4 786 787 788 789 791 792793 7947967977 8 5 7 9 0 7 8 6 7877 8 8 78979 1 8058058 1 0810801802 8038038 0 4 8048 0 6 80680 7 80780 8 808809809 8 1 1811812812813813 780785790795785790795797790793797799782781777780781785 788 790 791 792 792782 783784790795786787788789791792793794796800 805 797 798 799 801 802 803 804 806 800805810799801802803804806807808809810 808 809 8058108 0 3804806807808809811 790 795 800 805 810 786 787 788 789 791 792 793794 796 797 798799 801802 803 804 806 807808809 811812 813 8158 1 5814 810815815807808809811812813814EXISTING BUILDING EXISTING BUILDING 79 1 792793CONC. WALK BIT. PAVEMENT BIT. PAVEMENT BIT. PAVEMENT BIT. PAVEMENT CONCRETE CANOPY CONC.WALLMATCH LINEASPHALT PAVING OR WATER (LABELED) EXISTING CONTOUR LINE EXISTING FENCELINE (CHAIN LINK) EXISTING FENCELINE (WOOD) EXISTING FENCELINE (WIRE) UNDERGROUND CABLE TV UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE CURB EXISTING BUILDING MARSH AREA WETLANDS DEPRESSED CURB UNPAVED ROAD CONCRETE WATER MAIN EDGE OF WATER OVERHEAD WIRES SANITARY SEWER STORM SEWER RAILROAD TRACKS GAS MAIN GUARDRAIL EXISTING SPOT ELEVATION CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE FES FLARED END SECTION EXISTING EDGE OF PAVEMENT ELEVATION EXISTING TOP OF CURB ELEVATION CONC. CONCRETE DUCTILE IRON PIPE STORM DRAIN SANITARY SEWERSAN DIP SD INV INVERT BW BOTTOM OF WALL BIT. BITUMINOUS MH MANHOLE CW CONCRETE WALK TW TOP OF WALL TP TOP OF PIPE BW BACK OF WALK 782.6 2 782.62 782.12 VCP VITRIFIED CLAY PIPE EP EDGE OF PAVEMENT TC TOP OF CURB GUT GUTTER F.L. FLOW LINE DEP DEPRESSED CURB FRM. FRAME BRK. BRICK A.P. ACCESSIBLE PARKING T.F. TOP OF FOUNDATION F.F. FINISHED FLOOR ABBREVIATIONS LEGEND CB CHORD BEARING N NORTH S SOUTH E EAST W WEST R RADIUS A ARC LENGTH P.U.E. PUBLIC UTILITY EASEMENT U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT PT POINT OF TANGENCY PC POINT OF CURVATURE PRC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE INFORMATION TAKEN FROM DEED EXCEPTION TO BLANKET EASEMENT M.U.E. MUNICIPAL UTILITY EASEMENT I.E. INGRESS & EGRESS EASEMENT <DEED> [CALC]CALCULATED DATUM MEASURED DATUM (REC)RECORD DATUM MEAS. ETBE GUY POLE UTILITY POLE TRAFFIC LIGHT FIBER OPTIC CABLE LINE WATER METER PUBLIC PAY TELEPHONE PARKING METER GAS METER HEADWALL TELEPHONE PEDESTAL MAILBOX CABLE TV PEDESTAL TRAFFIC LIGHT POLE LIGHT STANDARD ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC METER TRAFFIC CONTROL VAULT TRANSFORMER PAD PAINTED TELEPHONE LINE PAINTED ELECTRIC LINE TRAFFIC CONTROL BOX ELECTRIC PEDESTAL ELECTRIC VAULT ELECTRICAL JUNCTION BOX ELECTRIC SERVICE OUTLET BOX HANDHOLE POWER POLE ANCHOR BASKETBALL HOOP W/ TRUNK SIZE W/ TRUNK SIZE DECIDUOUS TREE PIPELINE MARKER PAINTED GAS LINE GAS VALVE VAULT NON-DECIDUOUS TREE GAS VALVE GAS METER WATER VALVE WATER VALVE VAULT PAINTED WATER LINE IRRIGATION HEAD WETLAND MARKER MONITORING WELL POST INDICATOR VALVE WELL HEAD HOSE BIB POST B-BOX SIGN HYDRANT STORM INLET SANITARY MANHOLE STORM MANHOLE CURB INLET FLARED END SECTION FLAGPOLE CLEANOUT QUARTER SECTION CORNERSECTION CORNER AIR CONDITIONER PAD/UNIT ELECTRIC TRANSFORMER PAD SB# BUSH SOIL BORING HOLE W/ NUMBER UNDERGROUND CABLE TV(ATLAS INFO.) UNDERGROUND FIBER OPTIC CABLE(ATLAS) UNDERGROUND ELECTRIC(ATLAS INFO.) UNDERGROUND TELEPHONE(ATLAS INFO.) GAS MAIN(ATLAS INFO.) WATER MAIN (ATLAS INFO.) SANITARY SEWER(ATLAS INFO.) STORM SEWER(ATLAS INFO.) FOUND IRON ROD FOUND PK NAIL SET TRAVERSE POINT FOUND DISK IN CONCRETE FOUND ROW MARKER FOUND RAILROAD SPIKE SET PK NAIL SET IRON PIPE FOUND IRON BAR FOUND BRASS DISC SET CONCRETE MONUMENT WITH BRASS DISC FOUND IRON PIPEFIP SIP SBM FIB SPK FBD FIR FPK FRS TP SET CONCRETE MONUMENT WITH IRON PIPESCM FOUND CUT CROSSFCC FOUND MAG NAILFMG SET MAG NAILSMG PROPERTY LINE EXISTING LOT LINE PROPOSED EASEMENT LINE EX. & PRO. BUILDING SETBACK LINE EXISTING EASEMENT LINE SECTION LINE PROPOSED LOT LINE EX. & PRO. CENTERLINE EXISTING RIGHT-OF-WAY LINE PROPOSED RIGHT-OF-WAY LINE IRRIGATION CONTROL VALVE REVISIONS DATENO.DESCRIPTION NO.DATE DESCRIPTIONPREPARED FOR: of1" =SCALE: PROJECT MANAGER:DRAFTING COMPLETED: CHECKED BY:FIELD WORK COMPLETED: DRAWN BY:SHEET NO. Project No: Group No: 7325 Janes Avenue, Suite 100Engineers Scientists Surveyors v3co.com 630.724.0384 fax 630.724.9200 voice Woodridge, IL 60517 Menomonee Falls, WI 53051 W134 N875 Executive Parkway 262.502.5500 Continental Properties Co., Inc. CWB 3240' Authentix at McHenry ALTA/NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEY SPK CWB Authentix at McHenry ALTA/NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEY OF 20776 03-05-21 03-10-21 VP01.1STATE PLANE MERIDIANGRAPHIC SCALE N:\2020\20776\Drawings\ACAD\SVY\VP03.1\ALTTOP20776_20210128.dwg, 3/15/2021 10:42:45 AM 814.9 813. 2 813.3 814.1 801. 4 801. 1 800. 5 800.8 800.4803. 5 4 803. 3 8 803. 5 0 800.2 800.3 800.2 7 800. 3 6 798. 6 798. 5 798. 4 798.9 798.7 796. 9 798.1 796.4 797.2 797. 2 796. 0 795. 6 795. 1 795. 2 795.1 796.3 794. 0 794.0 794.2 794.6 794.7 794.7 794.2 794. 0 794. 2 794. 1 794. 0 794. 1 794. 3 793.3 793. 4 795. 2797.2 800. 1 800.4 783.6 782.8 783.4 782.0 779. 6 776. 2 780. 2 782. 9 782.8 782.2 782.7 779. 9 777.1 778. 8781.7 780.3 782.0 775.4 774.6 773. 8 774. 8 775.4 779. 2 780. 8 779. 3 776. 4774. 5 772. 8 774.1 774.3 774. 1 773. 2 773.6 774.1 772.6 771. 7 774. 0 770. 5 770. 9 771. 3 773.2 774.3 772.6 774.8 777. 6 778.2 774.2775. 2776.2777.3778.5780. 9779. 9 780. 4779.0 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6 2 814. 5 6814. 9 6 814. 0 7 813. 9 0 813. 8 9814. 0 6 813. 3 6 813. 1 0 813. 0 6 813. 1 3 813. 6 0 813. 7 5 813. 5 0 813. 5 2 813. 4 7 813. 6 8814. 1 6 813.6 9814. 1 4 814. 2 2 814. 4 2 814. 2 4 815. 2 815.2 814. 9 9 815.0 4 816.12 TCF G815. 7 1 815. 8 9 813. 4 3 815.3 E815. 4 6 814.0 7 813. 8 0 813. 8 0 813.4 2 813. 3 9 813.4 2 813. 5 7 813. 6 1 813. 1 6 813. 2 3 813. 0 9 813. 9 1 814.0 7 814. 1 3 815. 1 8 816.15 TCF 814. 9 814. 3 813. 1 812.3 811. 9 812. 4 812.4 814. 1 6 814.0 9813. 5 4 813. 1 7 813. 3 1813. 7 9 813. 3 2813. 4 6 813. 4 4 813.8 0 815. 4 1 815.59 FFE 817.38 FFE 815.4 4 816. 5 2 816.6 3 816. 5 2 815. 3 2 815. 2 3 815. 2 2 TP MATCH LINE#2062 STORM INLET RIM=813.06 IE 12" RCP E=809.71 #2141 STORM MH RIM=813.42 IE 12" RCP E=808.87 IE 12" RCP W=808.77 IE 12" RCP S=808.72 #2117 SANITARY MH RIM=814.24 IE 8" N, S=803.24 IE 8" W=804.09 TYPE OF PIPES UNKOWN #2148 STORM INLET RIM=813.09 IE 12" RCP W=809.44 #5908 STORM INLET RIM=794.41 IE 12" CPP N=791.51 IE 10" RCP S=791.69 #2055 WATER VALVE VAULT RIM=813.66 TP 18" STEEL N, S=807.66 F. A . R O U T E 2 0 1 PINE DR.BIRCH LN.HAZELWOOD DR.ALMOND LN. WATER ELEV. = ±778.2 ON 01-28-21 SBM #1 WINDOW WELL 2 STORY FRAME BUILDING CL DITCHCL DITCHCL DITCH EDGE OF TREES EDGE OF TREES FIP 3/4 FIP 1 E FIR 3/8 FIP 3/4 806. 0 2 806. 4 1 806. 1 4 806. 6 5 806. 8 1806. 8 4 809.40 FFE 809. 2 5 808.8 809.0 808.4 808.5 807.2 807. 9 809. 1 809.9 809.4 810. 3 811. 5 811.2 810.7 811.2 811. 6 812. 2 812.1 811. 6 803.7 803. 7 805. 6806. 2 7806. 8 1 806. 7 4 804. 7 804.6 805. 6806.2 806.4 10"12" 8" 8"10" x 2 806. 9 0 806. 9 0 802. 0 802.3 804.2 805.4 806. 4 6 806.6 806.5 807. 7 7 805.3 805. 3 804.7 803. 1 802. 8 8 803.4 802. 6 801. 7 801.3 801.0 802.0 801. 7 802. 0 801. 2 801. 2 801. 4 7 809. 7 3 812.0 7 812. 1 0812. 1 811. 5 5 811. 5 4 811. 9 812.0 812.2 813. 0 811. 5 811.7 812.2 812. 9 6 814. 6 9 814. 4 0 814.7 814. 5 814. 6 814.9 814. 1 1 814. 0 6 813. 4 811. 9 812. 0 815. 2 7 806. 6 8 806. 8 4 806. 6 4806. 1 6 806. 3 7 806. 0 8 805. 9 6 806. 3 4 805. 9 8 806.0 5 807.93 TCF 807.25 FFE 807. 4 3 807. 2 806.9 806. 8 806.7 807. 0 4 806. 6 8 807.35 TCF 806.9 6 806.2 806. 0 806.4807. 2 4 807. 5 4 804. 9 805.0 804. 2 804.4 800. 3 806. 3 3 806. 2 3 806. 0 3 805.6 0 805. 7 3 805. 6 1805.9 8 806. 2 7 806. 3 4 808.5809. 0 7 810.01 TCF 807.4 808. 5 808. 0 808. 7 7 808.8 1 808. 8 1 809. 8 1 809. 7 7 809. 3 6 808. 5 808. 2 9 809.29 TCF 808. 4 6 808.49 FFE 808. 6 806. 1 1 805. 9 7 805. 7 6 805. 3 7 805. 4 7 805.3 7805. 8 2 806.0 3 806. 0 7 806. 4 806. 8 9 806.76 FFE 806. 9 1 806. 9 806. 3 805.7 8 805. 6 9 805. 4 1 804. 9 6 805. 1 1 805. 4 9 805. 1 4 805. 3 8 805. 6 2 805. 2 8 805. 3 0 805. 6 9 805. 3 2 805. 1 9 805. 4 9 805. 1 2 805. 1 0 805. 0 2805. 5 0 805. 8 4 805. 8 6 806.5 2 806. 2 8 806. 3 9 806. 1 7806. 5 5 806. 5 6 806.4 807. 8 7 808. 0 5 807.1 808.4 807. 4811. 3 806. 2 806. 7 0 805. 8 805.8 803. 7 804. 3 800.4 807.6 806. 9 2 806. 8 6 806. 8 1 814. 1 4 814. 2 5 814. 0 2 814. 1 8 814. 5 1 814. 5 8 814. 0 1 812.8 812. 4 815. 1 815. 3 6 815. 3 9 815. 1 0 815. 3 815. 4 4 815. 2 8 815. 8 4 815. 7 1 815. 7 815. 0 792. 9 8 789. 7 790. 0 7 790.93 TCF 790. 6 6 790. 4 8 790. 5 4 790. 4 792.2 792. 7 4" 793. 0 793. 4 791. 8 790. 9 790.7 790.4 6 790.4 2 790. 3 2 790. 0 791.4 791. 2 6 793.2 18" x 2 18" x 2 22" x 4 8" 792. 2 792. 4 792.1 793.1 792. 9 792. 4 792. 8 792. 8 1 792. 6 793. 2 792. 9 792. 9793.1 16" x 2 792. 4 792.2 1 5" x 5 24" x 2 792. 1 2792.0 792.7 792. 5 792.5 790. 1 9 789. 5 791.3 0 790. 9 1 790.0 790. 2 790.9 791. 0 7 791. 1 1 791. 0 0 791.1791. 1 790.6 790. 7 790.3 790. 9 3 791.61 TCF 793. 5 1 789. 6 0789. 8790.0 790. 3 4 790. 1 6 789. 4789. 0 789. 6 7 789. 8 0 789.9 8 789. 9 3 789. 7 1 790. 4 0 791.05 TCF 789. 1 788. 2 788. 4 788. 9 788.4788.4 0 788.85 TCF 789. 9 789. 4 4 790. 0 0 790.0 4 790.2 789. 3 789. 4 6 789.0 5 790.34 TCF 788.4 788. 1 6 788. 1 6788. 1 5 788. 9 790.2 791.6 791.5 792.2 793. 8 793.5 790. 0 8 789. 8 9 789. 8 4 790. 2 5 790. 5 1 790. 0 7 792.7 793. 2 3 795. 4 4 790. 6 2 790. 5 790.5791. 4 791.0 791.6 790. 7 15"12" 14" 16"18" 18" x 2790. 2791. 4 791.0 791.1 790. 6 14"790. 6 6 5" x 5 787. 4 787. 1 786.8 787. 0 0 787.43 TCF787. 4 1 787. 4 8 787. 0 5 787.58 FFE 786. 8 3 786. 6 787. 0787. 5 787. 3 15" 790. 2790.5 790. 4 790.3 790. 2 6 790. 1 9 6" 790.4790. 3 22" x 2 790. 1 790.118" 15" 4" 787. 6 1 788.74 TCF 786. 9 784. 3 787.6 787. 0 0 789. 7 6 789.7 790. 1 790.0 789.5 789. 4789. 7 789.7 789. 4 790.0 6 789.6 789. 1 788. 7 789. 2 6" 789. 4 788. 8 24" 788. 7 789. 4 789.4 20" 12" x 3 789. 1 4 788. 6 789.3 30" 788.5789. 2 6" 4" x 4 789.1 788.8 789. 1 788. 9 12" x 10 785. 8 785. 0 785. 3 8 785.6 785. 7 8 785. 6 5 785. 3 7 785. 4 6 785.8 785. 9 785.2785. 1 6 785.99 TCF 787. 0 9 787.48 TCF 787. 4 4 786.7 786. 7 4 787. 4 4 788.18 TCF 787. 2 787. 6 787.1 786.8 787.2 787. 2 6 787. 3 6 786.8 787.1 7 786.8 5 787.90 TCF 787.4 787.6 5 787. 7 2 787. 9 3 787. 7 9 787. 7 2 788. 1 7 787. 6 7 787. 7 4 787.8 787. 8 787.2 786. 9 787. 4 787.3 788. 7 789. 0 3 788. 4 0789. 3 4 788. 4 786. 8 8 786. 8 787.70 TCF 788. 0 3 781. 4 8 782. 1 4 782. 9 6 781. 2 0 781. 2 2 782. 3 6 782. 9 2 784. 4 5 784. 0 4 784.4 9 783. 3 4 782. 8 5 786.0 785.1 785. 7 784. 1 2 783. 9 0784.2 5 784. 6 0 784. 6 6 785.4 784.8 784.9 787. 1 0 787.23 FFE 787.78 TCF 786.2 787. 0 3 787.38 FFE 787.15 FFE 787.1 786.1 787. 1 0 787.56 FFE 787. 5 0 787. 4 2 786.3 785.5 786. 0 784. 9 7 784. 8 8 784. 4 1 784. 0 2 784. 3 1 783. 7 0 783. 4 3783. 8 4 784. 1 5 784. 1 6 784. 6 785.7 786.0787. 6 787.4 785. 7 786.8 785. 9 784.8 785. 2 5 785.33 FFE 785.1 9 785. 4 3 784. 4 784. 1 783. 7 9 783. 2 2 782. 7 5 782. 9 0 785. 5 7 784.4 784.0 785. 3 782. 3 4 782. 2 1782. 6 5 783.1 2 783. 2 0 782. 1 1 781. 9 7 782. 1 0 782.0 2782. 4 6 782. 9 1782. 5 8 782. 5 1 782. 6 4 782. 6 9 783. 0 5 783. 1 8 782. 9 2 782. 8 1 782. 6 5 782. 0 2 782. 0 5 782. 4 7 782. 0 1 781. 7 9 782. 0 2 781. 6 9781. 8 6 781. 9 3 782. 2 8 781.8 3 781.9 9782. 4 4782. 7 5 782. 8 9 782. 7 6 782. 6 2 782.9 2 782. 9 4783. 0 0 782.9 5 783.3 4 783. 4 6 783. 4 3 784. 5 783. 0 783. 7 785.6 2 785. 2 0786.0 786. 0 783.5 785. 9 785.2 785. 0 786. 5 9 786.11 FFE 786. 1 6 785. 8 4 785.9786. 6 7 786. 9 5 787. 0 786. 6 785.7 785. 4 7 786.1 3 786. 3 9 785. 3 784.7 786. 2 6 786. 1 8 784.4 784. 3783. 2 6 783. 4 7 783.4 6 787.43 FFE 787. 3 2 787. 2 1 787.3 787. 5 4 786. 6 785.9787.8 786. 7 785. 5 787. 1 787.2 786.8787.9 788.3 787. 9 787. 4 788. 1 6 788. 0 7 787. 8 6 787.3 9 787. 6 06"788.2 789. 0 6" 6" 6" x 2 788. 1 787. 5 788. 3 788.5 787. 7 788.6 788. 8 788.8 788.4 789. 1 788. 9 788.5 3 788. 9 788. 4 5 787. 8 6 787. 4 8 788. 3 786. 7 786. 6 5 786.5 5 786. 7 0 786. 8 3 786.0 0 785. 5 9 785.9 0 785.6 4786. 0 7 785. 7 0 784. 5 6 784. 8 6 784. 4 5 786. 2 6 786.2 1 784. 8 8 784. 9 2 784. 5 5 784. 4 2 783. 7 1 784. 0 9 783. 6 4 783. 7 1 783. 4 0783. 8 7 784. 4 0 784. 4 2 783. 9 782. 6 9 782. 2 5 782. 7 3 783. 6 4 783. 6 4 782. 4 2 784. 3 0 784. 1 1784. 5 0 784.7 9 784. 8 2 785. 8 783. 6 4 783. 3 6783. 7 7 784. 1 7 784. 1 8 785.1 784.7 785. 0 787.74 TCF 785.9786. 8 1 786. 7 3 787.02 FFE 787. 1 6 786.6 785.5 786. 6 786. 9 0 786.1 787.8 787. 7 7 784. 5 0 784. 4 3 787.2 784. 2 9 784. 1 9 783.3 9 782. 9 7 783. 3 6783. 7 9 783. 4 6 783. 5 8 785. 2 8 785. 0 4 785.4 1785. 8 7 785. 9 5 786.6 786. 5 787. 5 789. 5 1 790.02 FFE 787.7 788. 2 8 788.23 FFE 789. 8 4 789. 3 3 789. 0 790. 7 8 791.07 FFE 789. 3 788.4 788.6 787. 8 5 787.7 7 787. 2 2 786. 8 2 787. 1 1 786. 8 8 787. 1 4 787. 4 3 787. 1 2787. 5 4 788. 0 4 788. 1 0 790.9 1 790.4 790.32 FFE 789. 2 788. 5 788.8 790. 3 1 789.9 788.6 789. 2 789.9 8 789.9 2 789. 5 789. 8 0 789.87 FFE 788. 9 9 788. 6 788.7 786.8 2787. 2 5 787. 7 9 787. 8 6 787. 7 8 787.6 7 787. 0 4 786. 5 8 6" x 10" x 2 8"10" 8"8" 8" 8" 10" 6"6" x 2 8" 6" 6" 6" x 2 6" x 2 6" 5" x 2 5" x 4 6" 8" 16" 8" x 2 8" 16" 6" x 2 8"6" 8" 6" 6" x 2 6" 7"6" 6" x 2 7" 8" 6" x 2 6" 6" 6" 10" x 2 802.81 SBH B17 799.91 SBH B20 6" 4" x 6 800.95 SBH B21 8" 7" x 2 8" 8" 6"6" 6"6"6" 9" 807.85 SBH B15 6" x 5 6" 10" 8" 6" 6" 810.77 SBH B3 810.25 SBH B4 809.30 SBH G3 809.02 SBH G4 806.27 SBH B5 803.65 SBH B6 797.96 SBH B7 792.93 SBH B8 792.05 SBH R11 790.79 SBH G9 790.59 SBH R12 789.86 SBH G8 788.77 SBH R21 789.45 SBH B25 789.06 SBH P5 792.82 SBH B24 793.10 SBH R20 792.26 SBH B19 793.29 SBH B14 797.23 SBH B13 795.13 SBH B18 795.41 SBH B23 798.10 SBH B22 799.20 SBH G5 808.77 SBH R18 801.12 SBH R14 798.50 SBH G6 796.38 SBH R19 799.26 SBH R13 802.55 SBH G6 800.88 SBH R10 809.40 SBH R9 805.85 SBH B12 808.95 SBH B16 807.73 SBH B11 810.19 SBH R8 809.06 SBH B10 806.18 SBH G2 806.02 SBH R16 805.94 SBH R15 806.04 SBH B9 809.42 SBH R7 792.81 SBH P4 788.20 SBH P3 114 SCC ON S/W @HYD 115 SCC T/C @HYD 116 SCC T/C @HYD 117 SCC T/C @HYD 118 SCC T/C @HYD 119 SIP 1 W/CAP 122 FCC T/C #21164 WATER VALVE VAULT RIM=806.65 TP N, S=800.90 #21281 SANITARY MH RIM=806.68 IE 8" PVC N, S=795.83 #21244 WATER VALVE VAULT RIM=801.47 TP 12" DIP N, S=794.87 #21765 SANITARY MH RIM=788.03 IE 8" PVC E=777.03 #21768 STORM MH RIM=782.96 IE 24" RCP N=777.44 IE 24" RCP S=777.46 #21767 STORM MH RIM=782.14 IE 24" RCP N=777.54 IE 24" RCP S=777.69 IE 15" RCP E=777.74 IE 10" RCP SW=778.04 #21771 SANITARY MH RIM=782.36 IE 8" PVC E, W, S=771.76 #21770 STORM INLET RIM=781.22 IE 10" RCP N=778.42 #21769 STORM INLET RIM=781.20 IE 10" RCP E, S=778.40 IE 15" RCP W, UNABLE TO MEAS. #21766 STORM INLET RIM=781.48 IE 10" RCP NE=778.53 #22005 WATER VALVE VAULT RIM=786.83 TP E, W=781.48 #21772 WATER VALVE VAULT RIM=782.92 TP N, S=776.22 #21774 STORM MH RIM=784.04 IE 24" RCP N=778.89 IE 24" RCP S=778.94 IE 10" RCP E=779.09 #21773 SANITARY MH RIM=784.45 IE 8" PVC N, S=770.15 #21777 STORM INLET RIM=782.85 IE 10" RCP SE=780.15 #21776 STORM MH RIM=783.34 IE 24" RCP N=778.44 IE 10" RCP NE, SE,NW=779.59 IE 15" RCP E=779.84 BOTTOM=777.64 #21775 WATER VALVE VAULT RIM=784.49 TP N, S=778.49 EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING SBM #2 NO ACCESS TO YARD AT TIME OF SURVEY 7 8 0 7 8 5 7907958008058107797817827 8 3 7847867 8 7 7 8 8 7 8 9 79179279379479679779879980180280380480680780880977578077377477677777877978 0 785 78 5 78 5 77 9 78 1 781 78 2 782 78 3 783 78 4 784 786 787 788 780785790779781782783784786787788789791792793794 795 800 796 797 798 799 801 802 7907958007897917927937947967 9 7 7 9 8 7 9 9 801802803804785783784780 785 778 779 781 782 783 784 786780785 778779 7817827837847867 8 7 780 780 777 778 779 781 781 775 780 77 6 777 778 779 781 79 0 795 789 791 792 793 794 796785790 795783 7 8 3 784 7 8 4 786 787 788 789 791 792793 7947967977 8 5 7 9 0 78 6 7877 8 8 78979 1 8058 1 0 8038 0 4 8 0 6 80 7 80 8 809 8 1 1810807808809 810 808 809 7958008058107917927937947967977987998018028 0 3804806807808809811 790795800805789791792793794796797798799801802803804806795800792793794796797798799801802815810815815807808809811812813814EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING POOL WOOD FENCE WOOD DECK WOOD DECK WOOD DECK WOOD DECK CHAIN LINK FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE 790789788787789790 787794795796797798786787788789785786787790788789791785784786785786785786787790791785784786785 7 8 4786787 78778878878978979078878979078 8 789MATCH LINEREVISIONS DATENO.DESCRIPTION NO.DATE DESCRIPTIONPREPARED FOR: of1" =SCALE: PROJECT MANAGER:DRAFTING COMPLETED: CHECKED BY:FIELD WORK COMPLETED: DRAWN BY:SHEET NO. Project No: Group No: 7325 Janes Avenue, Suite 100Engineers Scientists Surveyors v3co.com 630.724.0384 fax 630.724.9200 voice Woodridge, IL 60517 Menomonee Falls, WI 53051 W134 N875 Executive Parkway 262.502.5500 Continental Properties Co., Inc. CWB 3340' Authentix at McHenry ALTA/NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEY SPK CWB Authentix at McHenry ALTA/NSPS LAND TITLE SURVEY & TOPOGRAPHIC SURVEY OF 20776 03-05-21 03-10-21 VP01.1STATE PLANE MERIDIANGRAPHIC SCALE ASPHALT PAVING OR WATER (LABELED) EXISTING CONTOUR LINE EXISTING FENCELINE (CHAIN LINK) EXISTING FENCELINE (WOOD) EXISTING FENCELINE (WIRE) UNDERGROUND CABLE TV UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE CURB EXISTING BUILDING MARSH AREA WETLANDS DEPRESSED CURB UNPAVED ROAD CONCRETE WATER MAIN EDGE OF WATER OVERHEAD WIRES SANITARY SEWER STORM SEWER RAILROAD TRACKS GAS MAIN GUARDRAIL EXISTING SPOT ELEVATION CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE FES FLARED END SECTION EXISTING EDGE OF PAVEMENT ELEVATION EXISTING TOP OF CURB ELEVATION CONC. CONCRETE DUCTILE IRON PIPE STORM DRAIN SANITARY SEWERSAN DIP SD INV INVERT BW BOTTOM OF WALL BIT. BITUMINOUS MH MANHOLE CW CONCRETE WALK TW TOP OF WALL TP TOP OF PIPE BW BACK OF WALK 782.6 2 782.62 782.12 VCP VITRIFIED CLAY PIPE EP EDGE OF PAVEMENT TC TOP OF CURB GUT GUTTER F.L. FLOW LINE DEP DEPRESSED CURB FRM. FRAME BRK. BRICK A.P. ACCESSIBLE PARKING T.F. TOP OF FOUNDATION F.F. FINISHED FLOOR ABBREVIATIONS LEGEND CB CHORD BEARING N NORTH S SOUTH E EAST W WEST R RADIUS A ARC LENGTH P.U.E. PUBLIC UTILITY EASEMENT U.E. UTILITY EASEMENT D.E. DRAINAGE EASEMENT PT POINT OF TANGENCY PC POINT OF CURVATURE PRC POINT OF REVERSE CURVATURE PCC POINT OF COMPOUND CURVATURE INFORMATION TAKEN FROM DEED EXCEPTION TO BLANKET EASEMENT M.U.E. MUNICIPAL UTILITY EASEMENT I.E. INGRESS & EGRESS EASEMENT <DEED> [CALC]CALCULATED DATUM MEASURED DATUM (REC)RECORD DATUM MEAS. ETBE GUY POLE UTILITY POLE TRAFFIC LIGHT FIBER OPTIC CABLE LINE WATER METER PUBLIC PAY TELEPHONE PARKING METER GAS METER HEADWALL TELEPHONE PEDESTAL MAILBOX CABLE TV PEDESTAL TRAFFIC LIGHT POLE LIGHT STANDARD ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC METER TRAFFIC CONTROL VAULT TRANSFORMER PAD PAINTED TELEPHONE LINE PAINTED ELECTRIC LINE TRAFFIC CONTROL BOX ELECTRIC PEDESTAL ELECTRIC VAULT ELECTRICAL JUNCTION BOX ELECTRIC SERVICE OUTLET BOX HANDHOLE POWER POLE ANCHOR BASKETBALL HOOP W/ TRUNK SIZE W/ TRUNK SIZE DECIDUOUS TREE PIPELINE MARKER PAINTED GAS LINE GAS VALVE VAULT NON-DECIDUOUS TREE GAS VALVE GAS METER WATER VALVE WATER VALVE VAULT PAINTED WATER LINE IRRIGATION HEAD WETLAND MARKER MONITORING WELL POST INDICATOR VALVE WELL HEAD HOSE BIB POST B-BOX SIGN HYDRANT STORM INLET SANITARY MANHOLE STORM MANHOLE CURB INLET FLARED END SECTION FLAGPOLE CLEANOUT QUARTER SECTION CORNERSECTION CORNER AIR CONDITIONER PAD/UNIT ELECTRIC TRANSFORMER PAD SB# BUSH SOIL BORING HOLE W/ NUMBER UNDERGROUND CABLE TV(ATLAS INFO.) UNDERGROUND FIBER OPTIC CABLE(ATLAS) UNDERGROUND ELECTRIC(ATLAS INFO.) UNDERGROUND TELEPHONE(ATLAS INFO.) GAS MAIN(ATLAS INFO.) WATER MAIN (ATLAS INFO.) SANITARY SEWER(ATLAS INFO.) STORM SEWER(ATLAS INFO.) FOUND IRON ROD FOUND PK NAIL SET TRAVERSE POINT FOUND DISK IN CONCRETE FOUND ROW MARKER FOUND RAILROAD SPIKE SET PK NAIL SET IRON PIPE FOUND IRON BAR FOUND BRASS DISC SET CONCRETE MONUMENT WITH BRASS DISC FOUND IRON PIPEFIP SIP SBM FIB SPK FBD FIR FPK FRS TP SET CONCRETE MONUMENT WITH IRON PIPESCM FOUND CUT CROSSFCC FOUND MAG NAILFMG SET MAG NAILSMG PROPERTY LINE EXISTING LOT LINE PROPOSED EASEMENT LINE EX. & PRO. BUILDING SETBACK LINE EXISTING EASEMENT LINE SECTION LINE PROPOSED LOT LINE EX. & PRO. CENTERLINE EXISTING RIGHT-OF-WAY LINE PROPOSED RIGHT-OF-WAY LINE IRRIGATION CONTROL VALVE N:\2020\20776\Drawings\ACAD\SVY\VP03.1\ALTTOP20776_20210128.dwg, 3/15/2021 10:43:35 AM Section 4 • General Exhibits - General Exhibits - Project Location Map - Aerial Map - USGS Topographic Map - USGS Hydrologic Atlas - FEMA FIRM - Flood Zones of McHenry County, Illinois, Map - National Wetland Inventory Map - Soil Survey of McHenry County 1,000 0 1,000 2,000Feet ³ ProjectLocation N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX1_Project Loc Map_20776.mxd CLIE NT: BASE LAYER :DATE: TITLE: SITE : Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phonewww.v3co.com CR EATED BY: SCA LE : PROJEC T N O.: 1EXHIBIT:Authentix - MchenryMcHenry Illinois PR OJECT LOCATION MA P ESRI WorldStreet Map Continental 523 Fund LLCW134 N8675 Executive ParkwayMenomonee Falls, Wisconsin 53051 20776 MSG 03/25/2021 See Scale Bar 300 0 300 600Feet ³ ProjectLocation N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX2_Aerial Map_20776.mxd CLIE NT: BASE LAYER :DATE: TITLE: SITE : Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phonewww.v3co.com CR EATED BY: SCA LE : PROJEC T N O.: 2EXHIBIT:Authentix - MchenryMcHenry Illinois AERIAL MAP Aerial Imagery(2019) Continental 523 Fund LLCW134 N8675 Executive ParkwayMenomonee Falls, Wisconsin 53051 20776 MSG 03/25/2021 See Scale Bar 300 0 300 600Feet ³ ProjectLocation N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX3_Topographic Map_20776.mxd CLIE NT: BASE LAYER :DATE: TITLE: SITE : Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phonewww.v3co.com CR EATED BY: SCA LE : PROJEC T N O.: 3EXHIBIT:Authentix - MchenryMcHenry Illinois USGS TOPOGRAPHIC MA P USGS TOPOGRAPHIC MAP MCHENRY (1992) Continental 523 Fund LLCW134 N8675 Executive ParkwayMenomonee Falls, Wisconsin 53051 20776 MSG 03/25/2021 See Scale Bar 300 0 300 600Feet ³ ProjectLocation N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX4_HYDROLOGIC ATLAS Map_20776.mxd CLIE NT: BASE LAYER :DATE: TITLE: SITE : Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phonewww.v3co.com CR EATED BY: SCA LE : PROJEC T N O.: 4EXHIBIT:Authentix - MchenryMcHenry Illinois USGS HYDROLOGIC ATLAS USGS HYDROLOGICATLAS MCHENRY Continental 523 Fund LLCW134 N8675 Executive ParkwayMenomonee Falls, Wisconsin 53051 20776 MSG 03/25/2021 See Scale Bar ³ ProjectLocation N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX5_FIRM_20776.mxd CLIE NT: BASE LAYER :DATE: TITLE: SITE : Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phonewww.v3co.com CR EATED BY: SCA LE : PROJEC T N O.: 5EXHIBIT:Authentix - MchenryMcHenry Illinois FEMA FLOOD INSURANCE RATE MAP(FIRM) FEMA Panel # 17111C0207J Continental 523 Fund LLCW134 N8675 Executive ParkwayMenomonee Falls, Wisconsin 53051 20776 MSG 03/25/2021 See Scale Bar 300 0 300 600Feet ³ ProjectLocation N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX6_FLOOD ZONES_20776.mxd CLIE NT: BASE LAYER :DATE: TITLE: SITE : Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phonewww.v3co.com CR EATED BY: SCA LE : PROJEC T N O.: 6EXHIBIT:Authentix - MchenryMcHenry Illinois FLOOD ZONES OF MC HENRY C OU NTYILLINOIS (2019) AERIAL IMAGERY (2019) Continental 523 Fund LLCW134 N8675 Executive ParkwayMenomonee Falls, Wisconsin 53051 20776 MSG 03/25/2021 See Scale Bar Leg en d Flood Zones of McHenry County (2019) FLD_ZONE, ZONE_SUBTY Zo ne A Zo ne AE Zo ne AE, Floodway Zo ne AH Zo ne AO Open Water Zo ne X, 0.2% Ann ual Chance Flood Haza rd Zo ne X, Pro tected By Levee Zo ne X, De pth Less Tha n 1 ft Zo ne X Area Not In clude d R2UBH PEM1C PEM1C PEM1C PEM1C R4SBC PEM1C PEM1Ad PEM1C PEM1Cf PUBHx R5UBH PUBHx PFO1C PEM1C PUBFPABF PUBHx PUBF R5UBH R5UBH 300 0 300 600Feet ³ ProjectLocation N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX7_NWI Map_20776.mxd CLIE NT: BASE LAYER :DATE: TITLE: SITE : Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phonewww.v3co.com CR EATED BY: SCA LE : PROJEC T N O.: 7EXHIBIT:Authentix - MchenryMcHenry Illinois NATION AL W ET LAND S INVENTORY(NWI) MAP USGS TOPOGRAPHICMAP MCHENRY (1992) Continental 523 Fund LLCW134 N8675 Executive ParkwayMenomonee Falls, Wisconsin 53051 20776 MSG 03/25/2021 See Scale Bar 570B 327B 570B 570C2 1626A 327C2 570B 570B 198A 327D2 327C2 570A 104A 219A 570A 327C2 323C3 570B 87B1153A 791B 570A 327B 570C2 153A 528A 172A 570A 528A 570B 323D3 344A 343A 219A 1330A 327D2 570B 528A 219A 570B 327D2 300 0 300 600Feet ³ ProjectLocation N:\2020\20776\Drawings\ArcGIS\LD\Rasters\EX8_SOIL SURVEY_20776.mxd CLIE NT: BASE LAYER :DATE: TITLE: SITE : Visio, Vertere, Virtute... "The Vision To Transform with Excellence" 7325 Janes AvenueWoodridge, IL 60517630.724.9200 phonewww.v3co.com CR EATED BY: SCA LE : PROJEC T N O.: 8EXHIBIT:Authentix - MchenryMcHenry Illinois SOIL SURVEY OF MCHEN RY COUN TYILLINOIS AERIAL IMAGERY (2019) Continental 523 Fund LLCW134 N8675 Executive ParkwayMenomonee Falls, Wisconsin 53051 20776 MSG 03/25/2021 See Scale Bar Exhibit D Certificate of Publication of Notice Certificate of the Publisher Northwest Herald Description:SSA #12 1908213 ZUKOWSKI ROGERS FLOOD & WARDLE 50 SE VIRGINIA STREET CRYSTAL LAKE IL 60014 Shaw Media certifies that it is the publisher of the Northwest Herald. The Northwest Herald is a secular newspaper, has been continuously published daily for more than fifty (50) weeks prior to the first publication of the attached notice, is published in the City of Crystal Lake, County of McHenry, State of Illinois, is of general circulation throughout that county and surrounding area, and is a newspaper as defined by 715 ILCS 5/5. A notice, a true copy of which is attached, was published 1 time(s) in the Northwest Herald, namely one time per week for one successive week(s). Publication of the notice was made in the newspaper, dated and published on 08/06/2021 This notice was also placed on a statewide public notice website as required by 5 ILCS 5/2.1. In witness, Shaw Media has signed this certificate by John Rung, its publisher, at Crystal Lake, Illinois, on 6th day of August, A.D. 2021 Shaw Media By: John Rung, Publisher Account Number 100515 Amount $524.70 PUBLIC NOTICE Special Service Area 012 NOTICE IS HEREBY GIVEN that of 7:00 p.m„ August 30, 2021, of the McHenry Municipal Building, 333 South Green Street, McHenry, Illinois, a hearing (Ihe'Hsaring") will be held by the City Council of the City Of McHenry, McHenry county, Illinois (the 'City'), to consider the establishment of Special Service Area #12 of the City consisting of the following described territory (the 'Area"): GE 8 EAST OF THE THIRD PRINCIPAL PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RAN MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION; THENCE NORTH DE- GREES89 DEGREES 35 18 28 MINUTES 57TES SECOND EAST, 40.0 FEET), O THE EAST RIGHT-OF-WAY LINE OF ILLINOIS ROUTE 31S EAST ALONG THE SOUTH LINE THEREOF, 42.72 FEET (DEED =TSAID9LINE BEING 40.0 FEET EAST OF AND PARALLEL TO SAID CENTERLINE; THENCE NORTH 00 DEGREES 04 MINUTES 57 SEC- ONDS WEST ALONG SAID LINE 507.0 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST 507.0 FEET), TO THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED IN DOCUMENT No. 2000RO060046; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST) ALONG THE SOUTH LINE THEREOF, 405.18 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED IN D&UMENT NO. i 9BR00052114 FOR THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG SAID LINE, 628.84 FEET TO THE SOUTH- EAST CORNER OF SND PROPERTY DESCRIBED IN DOCUMENT NO.2000R0080048; THENCE NORTH 0 DEGREES OB MINUTEST 9 SECONDS WEST ALONG THE EAST LINE THEREOF,100.30 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 40 SECONDS WEST 100.30 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONG THE EAST LINE THEREOF, 302.77 FEET (DEED =NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.17 FEET); THENCE SOUTH 89 DEGREES 63 MINUTES 39 SECONDS EAST ALONG THE SOUTH LINE THEREOF,198.02 FEET (DEED =SOUTH 90 DE- GREES 00 MINUTES 00 SECONDS EAST, 198.02 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 39 SECONDS WEST ALONG THE EAST LINE THEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES 13 MINUTES 00 SECONDS WEST, 574.15 FEET) TO THE SOUTHERLY RiGHT-OF-WAY LINE OF F.A. ROUTE 201 AS DESCRIBED IN CIRCUIT COURT CASE 73 3758; THENCE SOUTH 57 DEGREES 19 MINUTES 14 SECONDS EAST ALONG SAID RIGHT-01�WAY LINE, 296.12 FEET; THENCE SOUTH 65 DEGREES 39 MINUTES 36 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINEUTES 03 SECONDS EAST, 132.39 FEET TO THE WEST LINE OF , 400.78 FEET; THENCE SOUTH SSOOUTHERA£S WAER, SAID LINELSO BEING THE WEST LINE OF THE 5.70 FEET OF SAID OAKS OF MCHE RY PHASE 1. BEING A S S D VI- C- SION OF PART''OF SAID SOUTHEAST QUARTER, ACCORDING TO THE PUT THEREOF, RECORDED APR 28,1999 AS DOG { UMENT NO. 19B9R0031334, THENCE SOUTH 0 OEGREES104 MINUTES.30 SECONDS EAST ALONG SAID WEST LINE, R 1090.14,OE1''TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER; THENCE SOUTH 89 DEGREES 35 MINUTES 18 SEC- ONDS WEST ALONG1 ND SOUTH LINE,1458.86 FEET TO THE SOUTHEAST CORNER OF LOT 2IN OOLOMER SUBDIVISION; BEING A sobiVISION OF PART OF SAID SOUTHEAST QUARTER ACCORDING TO THE PLAT THEREOF, RECORDED JUNE 1S 06 MINUTES 45 SECONDS , "q 1NORTH 0 DEGREE' 998 N O�SAID LOT UND THEEASTLINED THE PROPERTY DESCRIBED IN SAID DOCUMENT No. 98R00052114T ALONG HA DISTANCE OF 567.00 FEtf TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS. M accurate mu of said tengary is on file in the Oft of the City Clerk of sold City and is available for public inspection. The pWmw0rent talc IrideX numbers of each parcel located within the proposed special service area ore 09-23 400-004 and 09.23 40Q031 rind the'propedy constats of Lois i and 2 of the Autherilx d McHenry subdiston. The proposed special service area is located east of Route 31 and east, nodh and south d Blake Boulevard. The purpose of IN establishment d said Special Service Area #12 Is to provide a backup me d financing special servtcea to gold Spedd Service Area, including all costs of operation, upkeep, maintenance, repair, repfacemeni, alteration, safekeeping and improvement of the Stonnwaler Facilities (tire 'special seMces), in the event the properly avner(s) a their succes;iors and assigns tail to maintain said Sfommaler Fpditiles wilhin300 days aa wrifien reepi 0 qued and the CRY eo undertake and complete such operation, upkeep, maintenance, repair, replacement, meat of the Somrwaler Facilities, as the case may be, in the city's sole discretion wffhout the obligation to do so. Time is of the essence. The M shall provide written notice to the owners) of record within the Area of arty failures or deficiencies associated with the Stormwoter Fadfil s and such owner($) shall have a 30-day period or underoWng such operational changes, upkeep, mdrtaln, repair, «ipiaoes or after or Improve the Storirrwder Facilities as set. forth In the Clys notice. Unless emergency dreumstanaeS exist, the City shall waft 30 days' time ham the dote of Its notice before the City undertakes such corrective j action, rid seMce. area is Ta new consirudion and The nature d the proposed spedo services within seMa a by a City may be used by Ore City or its designated matrtenorrce. Funds received from the proposed ape contractor to pay is tire special SmIM.r and, i N the hearing, there will be considered a special service area lax levy from time tS hedol Service Area #12mn an aomaunt City council, and an annual tax for providing such special services in Ore proposed p to not to exceed 0.25`k of the as$esd value of the Area - per annum. The maximum role at taxes fo'be extended within the proposed speolol service area in any year would not excel 0.2590 of Ora assessed value a the taxable or number of red properly ximum with no ye1Nn the Area and the term asm viprop� Is ese�ish�ed'TThe proposed amoarea would be unt of the tax levy forpecial services for the years, n the proposed special Initial year for vtxicir loxes would be levied would be no more than $10,000. All Interested persons affected by the establishment of said Special Service Area #12 and the levy of said Imr, Including all regarding the prropOseld ��ishment d saiwfth(n sold d backup Special Serviial Woo Also, ce Arel be a and the Ieen an W add tax and an 16 be Opot�n� o Ole objections o tits proposed esfoblishmerd of sold backup Specal Servo Area and the levy of sold iax and the amount thereof. At said pubilwheadn9, any interested persons affected by sold proposed body up Special SeMce Area may file with the City Clark of said City written objections 10 and may be heard orally In respo 10 any issues embodied 1n this notice. The Mayor�and Opp Coundi of sold City stall hear and determine all protests and objections at sold tieadng,:and sold hearing may be adjourned toanother date without further notice other than a motion to be entered upon 9a minutes fixing the time add pldoeol b$_arljoummenl.::e it a petition sjpned by at least 519a of the eleclots residing within sold Special Service Area #12 and by at lead 51% of the okei n Aj record of the land included within the boundaries of sold $pedal Service Area #12 is tiled wtih the City Clerk of sold (XlV wifMn 60 days foflowiny the final adjournment of sold public healing objecting to the aeaftori of said Special iSeNI4w Area #12, the IeW orImaasOon of lax for the provision special stWoss to said Specal Service Area #12, or to pioposedingease In the tax r e, no such backup SPedal Service Area 01in* be created, or fax may be levied or Impo§ed not tale Increased. 11y order d the Mayor and Cf1y.Coundl of the City of McHenry, McHenry County, Yfinots. n!L 1i,ra A(h dad fit AuaueL 2 1. fillnds (Published in the Noritmed Herald August 6, 202 Sol -vice List Via Certified Mail Vantage McHenry Holdings LLC 25 S. Walkup Avenue Crystal Lake, IL 60014 Via Cettified mail Bernard Blake Farm LLC c/o Daniel Blake 1125 Candlewood Drive Downers Grove, IL 60515 Via Certified Mill Continental 601 Fund LLC c/o The Corporation Trust Center 1209 Orange Street Wilmington, DE 19801 Via Certified Mail Continental 601 Fund LLC Continental Properties Co., Irtc. Attn: Legal Departmeart W134 N8675 Execute Parkway Menomonee Falls, W153051 Via );Mail Mark C. Eiden Attorney for Vantage MoHenry Holdings LLC Mark C. Eiden & Associates, PC 40 Club Circle Lake Barrington, IL 60010 SPeclal Service Area 412 NOTICE IS HEREBY GIVEN that at 7:00 P.m., August 30, 2021, at the McHenry Municipal Building, 333 South Green Street, McHenry,'lllinols, a hearing (the "Hearing") will be held by the City Council of the City of McHenry, McHenry County, Illinois (the "City"), to consider the establishment of Special Service Area 1112 of the City consisting of the following described territory (the "Area"): PART OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 45 NORTH, RANGE BEAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST ALONG THE SOUTH LINE THEREOF, 42.72 FEET (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST, 40.0 FEET), TO THE EAST RIGHT- OF-WAY LINE OF ILLINOIS ROUTE 31 SAID LINE BEING 40,0 FEET EAST OF AND PARALLEL TO SAID CENTERLINE; THENCE NORTH 00 DEGREES 04 MINUTES 57 SECONDS WEST ALONG SAID LINE 507.0 FEET (DEED;; NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST 507.0 FEET), TO THE SOUTHWEST CORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO. 2000110060046; THENCE NORTH 89 DEGREES 35 MINUTES 18 SECONDS EAST (DEED = NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG THE SOUTH LINE THEREOF, 405,18 FEET TO THE NORTHWEST CORNER OF THE PROPERTY DESCRIBED IN DOCUMENT NO, 98R00052114 FOR THE POINT OF BEGINNING; THENCE CONTINUING NORTH 89 DEGREES 35 MINUTES 18SECONDS EAST (DEED - NORTH 89 DEGREES 28 MINUTES 57 SECONDS EAST), ALONG SAID LINE, 528,84 FEET TO THE SOUTHEAST CORNER OF SAID PROPERTY DESCRIBED IN DOCUMENT N0,2000110060046; THENCE NORTH 0 DEGREES 06 MINUTES 19 SECONDS WEST ALONG THE EAST LINE THEREOF,100-30 FEET (DEED = NORTH 0 DEGREES 12 MINUTES 40 SECONDS WEST 100.30 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 14 SECONDS WEST ALONG THE EAST LINE THEREOF, 302.77 FEET (DEED NORTH 0 DEGREES 12 MINUTES 35 SECONDS WEST, 302.77 FEET); THENCE SOUTH 89 DEGREES 53 MINUTES 39 SECONDS EASTALONG THE SOUTH LINE THEREOF,198.02 FEET (DEED = SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST,198.02 FEET); THENCE NORTH 0 DEGREES 06 MINUTES 39 SECONDS WEST ALONG THE EAST LINETHEREOF, 574.15 FEET (DEED = NORTH 0 DEGREES 13 MINUTES 00 SECONDS WEST, 574.15 FEET) TO THE SOUTHERLY RIGHT-OF-WAY LINE OF P.A. ROUTE 201 AS DESCRIBED IN CIRCUIT COURT CASE 73-3756, THENCE SOUTH 57 DEGREES 19 MINUTES 14 SECONDS EAST ALONG SAID RIGHT- OF-WAY LINE, 296,12 FEET; THENCE SOUTH 65 DEGREES 39 MINUTES 38 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE, 400.78 FEET, THENCE SOUTH 62 DEGREES 05 MINUTES 03 SECONDS EAST, 132.39 FEET TO THE WEST LINE OF THE EAST 755,70 FEET OF SAID SOUTHEAST QUARTER, SAID LINE ALSO BEING THE WEST LINE OF THE OAKS OF MCHENRY PHASE 2, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER, ACCORDING TO THE PLAT THEREOF, RECORDED APRIL 28, 1999 AS DOCUMENT NO, 1999110031334; THENCE SOUTH 0 DEGREES 04 MINUTES 30 SECONDS EAST ALONG SAID WEST LINE, 1090.14 FEET TO THE SOUTH LINE OF SAID SOUTHEAST QUARTER; THENCE SOUTH 89 DEGREES 35 MINUTES 18 SECONDS WEST ALONG SAID SOUTH LINE,1458.85 FEET TO THE SOUTHEAST CORNER OF LOT 2 IN COLOMER SUBDIVISION, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER ACCORDING TO THE PLAT THEREOF, RECORDED JUNE 1, 1998 AS DOCUMENT NO. 981100033676; THENCE NORTH 0 DEGREES 06 MINUTES 45 SECONDS EAST ALONG THE EAST LINE OF SAID LOT 2 AND THE EAST LINE OF THE PROPERTY DESCRIBED IN SAID DOCUMENT NO.98R000521ill, A DISTANCE OF 507,00 FEET TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS, An accurate map of said territory Is on file in the Office of the City Clerk of said City and is available for public Inspection, The permanent tax Index numbers of each parcel located within the proposed special service area are 09-23-400-004 and 09-23-400-031 and the property consists of Lots 1 and 2 of the Authentix at McHenry subdivision, The proposed special service area Is located east of Route 31 and east, north and south of Blake Boulevard, The purpose of the establishment of said Special Service Area 012 Is to provide a backup method of financing special services to said Special Service Area, Including all costs of operation, upkeep, maintenance, repair, replacement, alteration, safekeeping and Improvement of the Stormwater Facilities (the "special services"), in the event the property owner(s) or their successors and assigns fall to maintain said Stormwater Facilities within 30 days of a written request by the City to undertake and complete such operation, upkeep, maintenance, repair, replacerent, alteration, safekeeping and Improvement of the Stormwater Facilities, as the case may be, In the City's sole discretion without the obligation to do so. Time is of the essence, The City shall provide written notice to the owner(s) of record within the Area of any failures or deficiencies associated with the Stormwater Facilities and such owner(s) shall have a 30-day period for undertaking such operational changes, upkeep, maintain, repair, replaces or alter or Improve the Stormwater Facilities as set forth in the City's notice, Unless emergency circumstances exist, the City shall wait 30 days' time from the date of Its notice before the City undertakes such corrective action, The nature of the proposed special services within the proposed special service area is for new construction and maintenance. Funds received from the proposed special service area by the City may be used by the City or Its designated contractor to pay for the special services, At the hearing, there will be considered a special service area tax levy from time to time, as determined by the Mayor and City Council, and an annual tax for providing such special services in the proposed Special Service Area 912, In an amount to not to exceed 0,25% of the assessed value of the Area — per annum, The maximum rate of taxes to be extended within the proposed special service area In any year would not exceed 0,25% of the assessed value of the taxable real property within the Area and the term of the proposed special service area would be perpetual, with no maximum term or number of years, If the proposed special service area is established, The proposed amount of the tax levy for special services for the Initial year for which taxes would be levied would be no more than $10,000, All Interested persons affected by the establishment of said Special Service Area U12 and the levy of said tax, including all owners of real estate located within said Special Service Area, will be given an opportunity to be heard at said hearing regarding the proposed establishment of M said backup Special Service Area and the levy of said tax and an opportunity to file objections to the proposed establishment of said backup special Service Area and the levy of said tax and the amount thereof. At said public hearing, any Interested persons affected by said proposed back up Special Service Area may file with the City Clerk of said City written objections to and may be heard orally In respect to any Issues embodied In this notice. The Mayor and City Council of said City shall hear and determine all protests and objections at said hearing, and said hearing may be adjourned to another date without further notice other than a motion to be entered upon the minutes fixing the time and place of Its adjournment. If a petition signed by at least 51% of the electors residing within said Special Service Area !#12 and by at least 51% of the owners of record of the land included within the boundaries of � said Special Service Area U12 Is filed with the City Clerk of said City withlrt 60 days following the final adjournment of said public hearing objecting to the creation of said Special Service Area 412, the levy or Imposition of a tax for the provision of special services to said Special Service Area #112, or to a proposed increase In the tax rate, no such backup Special Service Area d12 may be created, or tax may be levied or Imposed nor rate Increased, By order of the Mayor and City Council of the City of McHenry, McHenry County, Illinois, Dated this 01 day of August, 2021. y /signed/ Trisha camel, City Clerk City of McHenry McHenry County, Illinois rgffi vwnIt�srl� a sl�,� . . qa 2Ss orl EFIe feverse X + __ �C A and tc ycm + Ot Cri j B Eiee� by(r'r� MdN—e) C DateafDefvay . psbde i �T `-f /2 7• R Isde6veryaddressd;iftfcam itetn�? 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ArGdeAddrdto; i CoTrdnentai 60I Fu LLC D: (sdeiygyadd thorn raY3 Llsfes EYESerApsdefiveryaCdress t�fnmc Continental Properties --tea., Inc. ❑ No A= Legal Departiiem W134 N8675 Execute Parj-,way Menomonee MIS, W7 53051 r o � o� Q , 9,%0 W2. 6287 0274 6839 06 Q MA Res*tecaermy Q a 2 AtZir,3eRat rn ru ru sfarco_sru � Q*,oY S'�-----�. 1� con CoatiaeW l 60I F� L c/o LC ru The CorPoxaion - 1209 Orate Znt Ceniez tea wgto� DE 198fl1 [l[�OIIIQ[l��illll�ll[Ill��lf�[[� °"�` �� n Q uamvy 9590 9402 6287 0274 6837 77 ❑conecx�� Q CoIIocon Y DeLaey II n Ressped DeIlney Mer Larrt w (Tiaraferfiamse?vioe fz6�0 LnLn Ln--1 A - ti Ln Certixa MW Fco s 5 IR: ri3ao v�aaoraetar� s G n T]ri�ianaocdxt s :r irk Q dca,mw ma R=,Icw a sy s c Hq-^ . a Llae�st�uaestaa+oe s ��t, ..� Li �4fl Ro�cmeomoys tii`S`� '/' Q9O Contineutal b01 Fund LLe a 7, Continental Properties Co, Inc. ru Attn: Legal Department -W134 N8675 Execute Parkway Menomonee Falls, wI 53051 Christina A. Walker From; Christina A, Walker Sent., Wednesday, August 4, 2021 1:56 PM To: melden@eldenlaw,com Cc: Michael 1, Smoron Subject: Clty of McHenrySSA #12 Attachments: Special Service Area public Notice,docx Attached please find the public notice for the above matter, Christina Walker Legal Asslslanl to Kelly Cahill, Michael Smoron, Regan Shopleyand Ruth Schlossberg M-- ZukOwsld, Rogers, Flood & MCArdie 60 Virginia street Crystal Lake, IL 60014 (815) 459-2060 (816) 469 9067 facsimile cwa er zrfmlaw.cQm This message, and any replies thereto, are confidential, intended only for the name reciplent(s) and may contain Information that Is privileged, attorney work product or otherwise exempt from disclosure under applicable law. If you receive this message, or any replies thereto, In error or are not the named reciplent(s), please notify the sender at either the a -mall address or telephone number above, and delete this emall frorn your computer, Thank you, CERTIFICATION I, Monte Johnson, do hereby certify that I am the duly appointed, acting and qualified Deputy City 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 1st day of November 2021, the foregoing ordinance entitled AN ORDINANCE ESTABLISHING THE CITY OF MCHENRY BACKUP SPECIAL SERVICE AREA #12 FOR LOTS 1 AND 2 OF THE FINAL PLAT OF SUBDIVISION OF AUTHENTIX AT MCHENRY, was duly passed by the City Council of the City of McHenry. The pamphlet form of Ordinance 21-58, including the Ordinance and a cover sheet thereof, was prepared, and a copy of such Ordinance was posted in the City Hall, commencing on the 2nd day of November, 2021, and will continue for at least 10 days thereafter. Copies of such Ordinance 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 2nd day of November, 2021. (q' Monte Johnson, Deputy City Clerk City of McHenry McHenry County, Illinois (seal)