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HomeMy WebLinkAboutPacket - 10/21/2019 - City CouncilThe City of McHenry is dedicated to providing its citizens, businesses, and visitors with the highest quality of programs and services in
a customer-oriented, efficient, and fiscally responsible manner.
AGENDA
REGULAR CITY COUNCIL MEETING
City Council Chambers, 333 S Green Street
Monday, October 21, 2019
1. Call to Order.
2. Roll Call.
3. Pledge of Allegiance.
4. Public Comments: Any member of the public wishing to address the Council is invited to do so by
signing in at the meeting entrance and, when recognized, stepping to the podium. Opportunities for
Public Comment are also provided under each Individual Action Item.
5. Consent Agenda: Motion to Approve the Following Consent Agenda Items:
A. Sign Variance for Steffans Jewelers, 325 Front Street, to allow two banners on the property and
the posting of signage for an additional 19 days;
B. Bid award for the 2019-2020 Winter Tree Trimming and Pruning Program contract to Trees “R”
Us, Inc. of Wauconda, Illinois in the amount of $68,650;
C. Amended Professional Services Agreement (G802-2017) with FGM Architects in the amount of
$32,800;
D. Proposal from RenoSys Corporation in the amount of $72,865 for the replacement of the Merkel
Aquatic Center pool liner;
E. October 7, 2019, City Council Minutes;
F. Issuance of Checks in the amount of $171,327.01;
G. Issuance of As Needed Checks in the amount of $103,972.76.
6. Individual Action Item Agenda:
A. Motion to pass an Ordinance Amending Chapter 4: Alcoholic Liquor.
B. Motion to approve a Class B Mixin Mingle, Inc. at 1118 N Green St, McHenry and adopt an
Ordinance increasing the number of Class B licenses from 18 to 19;
C. Motion to pass an Ordinance Annexing Property Located at 1208 Charles Street, McHenry,
Illinois.
7. Discussion Items.
A. Capital Development Study Presentation – Baxter and Woodman
8. Executive Session.
A. Adjourn to executive session if needed
9. Staff Reports.
10. Mayor’s Report.
11. City Council Comments.
12. Adjourn.
The complete City Council packet is available for review online via the City website at www.ci.mchenry.il.us. For further
information, please contact the Office of the City Administrator at 815-363-2108.
The proceedings of the City Council meeting are being video-recorded and every attempt is made to ensure that they are
posted on the City of McHenry, IL “YouTube” channel within twenty -four (24) hours of the meeting adjournment.
NOTICE: In compliance with the Americans with Disabilities Act (ADA), this and all other City Council meetings are located
in facilities that are physically accessible to those who have disabilities. If additional accommodations are needed, please
call the Office of the City Administrator at 815-363-2108 at least 72 hours prior to any meeting so that accommodations can
be made.
01VW%% Department of Community&
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
y^
Phone: (815) 363-2170
Mc j en1 ) Fax: (815) 363-2173
www.ci.mchenry.il.us
CONSENT AGENDA SUPPLEMENT
TO:Mayor and City Council
FROM: Ross Polerecky, Community Development Director
FOR: October 21st, 2019 Regular City Council Meeting
RE:Sign variance request for Steffans Jewelers, 325 Front Street
ATT: Sign application
AGENDA ITEM SUMMARY:
The Community Development Department received a sign variance request from Steffans
Jewelers to post two temporary signs on the Fountains Shopping Center (325 Front Street)
property for a period of 49 Days.
BACKGROUND:
Steffans Jewelers has approached city staff and is requesting a sign variance to post two
temporary banners on the property to advertise a retirement sale. The sale dates are November
111h 2019 through December 29th 2019.The current ordinance only allows one temporary banner
to be posted on a property with a limit of 30 days at a time, the banner may not be more than 32
sq/ft. Steffans is requesting the following variances from the sign ordinance:
Variance to allow two banners posted on a property
Variance to allow an additional 19 days
One banner will be 18 sq/ft and affixed to the main pillar outside of the Steffans store,the second
banner will be located on the front lawn, no closer than 5' from the property line and will be 20
sq/ft in size.
RECOMMENDATION:
Therefore, if the City Council concurs, then a motion should be made to approve a variance to
Steffans Jewelers, 325 Front Street, to allow two banners on the property and to allow the
posting of the sign for an additional 19 days.
r Non-Residential PERMIT NO.
r"'`"`"`' Minor Permit Community & Economic Development
Community and „„„„ 1 333. S. Green Street, McHenry,IL 60050
Economic Development Application E-mail: CED @ci.mchenry.il.us
815)363-2170
PROPERTY L L OFFICE USE ONLY
ADDRESS: J 1 r
ESTIMATED COST OF CONSTRUCTION:
Zoning Dist:
Existing Use: Commercial Indust/Office ElH/C
Township/Pin: ()L.3
Flood: ot
rani
Air Conditioning Fire Suppression Signs Development
Freestanding
Accessory Bldg Lawn Irrigation Wall OCT ! 0
Driveway/Lot Pay. ElMasonry 9_,Temporary
El Demolition
of McHenryDemolitionRetainingWall (over a')
o.I st
r IF to ` ` '
Electric Remodel/Alteration Over the Counter PERMIT FEES
Due it
Plan Review: Application
Fence ElSeal Coating/Stripe El Re-roofBuilding:
Furnace Sidewalk/Stairs Water Heater Plumbing:
Fire Alarm Siding Water/Sewer Repair Bond:P140 (011111
Other: Misc.Deposit: 0— IWJ
TOTAL:
Owner: t1 no Phone: ff 5- )aZ-7(0`J 5,9-D -'
Address: J;Z 5' r'1 Unit#: City: State: C Zip eOaSn
E-mail:
Contractor:
Phone: (_ E-mail:
Electrical Contractor: Phone: )
Submit a copy of an electrical license with this application.
Plumbing Contractor: Phone: (___j
Submit the following: Letter of intent on plumbing contractors letterhead (with corporate seal,or notary seal)
stating that they are doing this job; copy of State plumbing license; copy of certificate of State registration.
Roofing Contractor: Phone: (_
Note!Submit a copy of a State of Illinois roofing contractor license with this application.
Notes:
He%aire to v*q*t the QJX web site(wivusimehenry il-us)and review the handonts found inader Permits,Applications&Forms
All information provided herein is true and correct and all ordinances and codes of the City of McHenry shall be complied with.I hereby represent and agree that,in considera-
tion of this permit being issued,only the work herein applied for will be done and that the premises being worked on will only be used for the purposes set forth herein.I under-
stand and hereby acknowledge it's the property owner's responsibility to ascertain if there are any existing private covenants,conditions and/or deed restrictions,which may
further regulate and/or prohibit work for which this building permit from the City has been obtained.I further acknowledge it's the property owner's responsibility to obtain
required written or other permission or follow any other private approval process from any such home,property owner's or other association,if applicable,prior to commencing
work on my property even if a b ' e mut is issued by the City.I hereby indemnify the City,its officials and employees from any and all liability for damages,lawsuits,
attorneys fees aand-injaricn-,icl ding deat , ustained by anyone or damage to any property,including surveying errors and encroachment liability which accrue against the City,
SIGN D: DATE: /V 9
FOR OFFICE USE
Approved By Issued Expiration Scanned
Name: Date: Date:
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JEWELERS
36'' x 72" YellowlBlack
SUZANNE IS RETIRING Text - raw cut
AFT E R 46 YEARS.
Lawn Sign
Department of Public Works
Troy Strange, Director of Public Works
1415 Industrial Drive
McHenry, Illinois 60050
Phone: (815) 363-2186
Fax: (815) 363-2214
www.ci.mchenry.il.us
CONSENT AGENDA SUPPLEMENT
DATE: October 21, 2019
TO: Mayor and City Council
FROM: Troy Strange, Director of Public Works
RE: 2019-2020 Winter Tree Trimming and Pruning Program, Contract Award
ATT: Original McHenry County
Municipal
Partnering
Initiative Joint Bid Tabulation
City of McHenry Contract
Purchase
Order with
Quantities
AGENDA ITEM SUMMARY:
Staff requests City Council to consider awarding the 2019-2020 Winter Tree Trimming and
Pruning Program contract to Trees "R" Us, Inc. of Wauconda, Illinois,
BACKGROUND:
On an annual basis, City crews trim and prune up to 1000 trees which are located in City parkways
and parks. Each year, crews spend over 1500 crew and equipment hours completing winter tree
trimming and pruning. Through analysis, it has been determined that it is more cost effective to
contract out this operation.
This contract award is for the completion of winter tree trimming and pruning of City park and
parkway trees in quantities which would typically be completed "in-house" at a City cost of
approximately $150,000. In June of this year, the Public Works Street Division staff size was
reduced by the departure of a maintenance worker. This position has been left vacant for the
purpose of shifting these budgeted personnel costs into contractual costs for certain division
operations which are more cost effective to be completed through the use of qualified
contractors.
Earlier this summer, the City of McHenry partnered with the City of Crystal Lake and the Village
of Algonquin to issue a joint bid request. The City of Crystal Lake acted as lead agency by
coordinating the preparation of bid specifications and performing bidding services. Bids were
opened on September 25, 2019,
The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest
quality of programs and services in acustomer-oriented, efficient and fiscally responsible manner.
ANALYSIS:
Sealed bids for 2019-2020 Winter Tree Trimming and Pruning Program were received on
September 25, 2019. The bid quantity was 1000 trees each and contractors provided a per each
unit price. The City of McHenry Tabulation results are listed below:
o Landscape Concepts Management, Inc. $87,750.00 ($87.75/Treel
• Trees "R" Us, Inc. $68,650.00 ($68.65/Tree)
• Winkler's Tree and Landscaping, Inc. $99,910.00 ($99.91/Tree)
RECOMMENDATION:
Therefore, if Council concurs, it is recommended a motion be made to approve the bid award
for the 2019-2020 Winter Tree Trimming and Pruning Program contract to Trees "R" Us, Inc. of
Wauconda, Illinois in the amount of $68,650.00 (actual amount may vary based on final
measured quantities). This program will be funded through the Street Division Forestry
Account(100-33-6950).
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CITY OF MCHENRY PURCHASE ORDER - CONSTRUCTION (Small Projects)
Project: 20I9 Cily of McIIengw'inter Tree Trimming and Pruning Location: Various Ciq- Locations
Owner
Contractor/Vendor
Architect/Engineer
City of McHenry
333 South Green Street
Trees R Us, Inc.
McHenry, Illinois 60050
PO Box 6014
IVauconda,IL 60084
Phone:
Phone: (815)363-2100
Fax: (815)363-2119
Fax:
Contact: Derik Morefield,
Phone: 847-913-9069
Contact:
City Administrator
Fax: 847-487-3753
Contact: Nick Willis
COST OF IVORI{
The Contract Price of the Work under this Purchase Order is $68,650.00.
SCOPE OF IVORI{: Furmish the IVmdditems described below in acco•darce with the following plans and specifications:
Q General Contract, dated , 20_ Q Specification No(s): , dated , 20
Q Plans dated: Q Addendum No(s):
Q Other: McHenry County Municipal Partnering Initiative, Joint Bid Document and Trees R Us, Inc. Submitted Bid
Attached.
The followin prices shall remain in effect for the duration of project:
QUANTITY
UNIT OF
MEASURE
DESCRIPTION/ITEMS
UNIT PRICE
EXTENSION
Tree Pruning
low
EACH
S68.65
S681650.00
TOTAL
S68,650.00
NOTES:
1)
2)
IVARRANTIES and INDEDINIFICATION
ContractorNendor agrees to provide the following warranties for the IVork: (a) all workmanship to be warranted for a period of one (I)
year - manufacturer warrants material; and (b) all other warranties contained elsewhere in the Contract Documents or Supplemental
Conditions hereto. Further, CONTRACTOR/VENDOR SHALL FULLY INDEMNIFY AND SAVE THE CITY OF MCHENRY
HARMLESS FROM ALL CLAIMS, LIENS, FEES, AND CHARGES, AND THE PAYMENT OF ANY OBLIGATIONS
ARISING THEREUNDER, pursuant to the provisions in the Supplemental Conditions hereto.
CONTRACT TIMES
Contractor/Vendor agrees to commence \Vork within forty-eight (48) hours of receipt of the Owner's Notice to Proceed, and to
complete the Work no later than April 1, 2020. Time is of the essence.
THE TERMS OF THIS PURCHASE ORDER AND THE ATTACHED SUPPLEMENTAL CONDITIONS ARE THE
ENTIRE AGREEMENT BETIVEEN THE CITI'/OIVNER AND VENDOR. No payment will be issued miles a copy of this
Purchase Order is signed, and dated and returned to the Owner. Material certifications/test reports required. All domestic
material, unless otherwise specified. Purchase exempt from sales and/or use taxes.
ACCEPTANCE OF PURCHASE ORDER
The parties, for
themselves,
their heirs, executors, adnninistiatos, successor and assigns, no
hereby agree to the ftI
performance of
all terms and
provisions herein contained. IN WITNESS WHEREOF, the parties
hereto have executed this
Purchase Order
the day and year written below.
CONTRACTOR/VENDOR:
Ry:
PURCHASER:
Ci y of McHenry
Title:
licprescntativc of Vendor authmized to
execute Purchase Order Dated:
SUPPLEMENTe\L CONDITIONS
I. Acceu[ance of Purchase Order: The Purchase Order is an of%r to contract, buy or rent and not an acceptance of an offer to
contract, sell or rent. Acceptance of this Purchase Order is expressly limited to the terms hereof, and in the event that
ContiactorNendor's acknowledgment or other response hereto states teens additional to or different front those set forth herein, this
Purchase Order shall be deemed a notice of objection to such additional or different terms and rejection thereof. This Purchase Order
may be accepted by the commencement of any Work hereunder or the delivery of any goods herein ordered, and, in any event, shall be
deemed accepted in its entirety by Contractor/Vendor unless Owner is notified to the contrary within ten (10) days front its date of
issue.
2. Amenchnent, Modification m• Substitution: This Purchase Order contains the entire agreement behveen the parties. Any
modification or rescission thereof nest be in writing and signed by Owner. No proposals or prior dealings of the parties or trade
custom not embodied herein shall alter the interpretation or enforcement of this Purchase Order,
3. Familiarity With Plans; Qualifications: ContractorNendor acknowledges that it (a) has examined the site of the proposed Work
and is familiar with the conditions surrounding same; and (b) has examined the plans and drawings, and has studied and is aware of,
and satisfied with, the requirements of the Contract Documents. ContractorNendor represents to Owner that it is filly experienced
and properly qualified as an expert to perform the class of work provided for herein, and that it is properly equipped, organized and
financed to handle such work. ContractorNendor shall finance its oNv n operations hereunder, shall operate as an independent
contractor and not as the agent of Owner, and shall hold Owner free and harmless front all liability, costs and charges by reason of any
act or representations of ContractorNendor, its agents or employees.
4. Wm•lananshin; Safety: All Work shall be performed by Contractor/Vendor in a neat, skillful and workmanlike manner, and all
materials furnished by ConhactorNendorshall benew mnd of the best description and quality of their respective kinds, meters
otherwise specified and ordered by Owner in writing. All Work and/or materials shall be subject to the inspection and approval of the
Owner, its engineers and representatives. ContractorNendor is responsible for its own and its employees' activities on the jobsite,
including but not limited to, the methods of work performance, superintendence, sequencing of work, and safety in, oil or about the
jobsite area in which it is performing the Work under this Purchase Order. Owner and ContractorNendor shall not require any laborer
or mechanic employed in performance of this Purchase Order to work in surroundings or under working conditions which are
unsanitary, hazardous or dangerous to his health or safety, as determined under applicable federal and Illinois construction safety and
health standards
5. Extra's and Change Orders: No claim by Contractor/Vendor that any instructions, by drawing or otherwise, constitute a change
in Contractor/Vendor's performance hereunder, for which ContractorNendor should be paid additional compensation shall be valid,
unless prior to commencing such allegedly extra or changed performance, ContractorNendor shall have received a written supplement
to this Purchase Order authorizing such performance signed on behalf of Owner by a person have actual authority to do so. No clainn
for additional compensation on the basis that Contractor/Vendor has incurred any expense by reason of any act or failure to act or
Owner or its contractor, subcontractor, materialmen or any other party shall be valid unless made in writing within 30 days of the
alleged act or failure to act and approved by Owner, provided, however, that if the ContractorNendor should be delayed in furnishing
the articles, items, equipment or materials (hereinafter sometimes referred to as "goods") or services or Work (hereinafter sometimes
referred to as "Work") ordered herein, by the omission, neglect or default of Owner, its agents or employees, Contractor/Vendor shall
be entitled to no additional compensation or damages for such delay, and shall be entitled only to an extension of tine for a period
equal to the time lost as a result of the aforesaid causes, determined by Owner. Any charges for extra not so authorized will not be
paid.
6. Inspection and Acceptance: Owner shall have the right at all reasonable times to inspect and test all goods, materials or Work
furnished by Contractor/Vendor and all Work performed or furnished by ContractorNendor. Notwithstanding any prior inspection,
the passage of title or any prior payment, all goods, material and Work furnished thereunder are subject to final inspection and
acceptance by Owner at its job site. If, after inspection, Owner rejects any goods furnish by ContractorNendor thereunder, Owner
may, at its election, return those goods to ContractorNendor at ContractorNendor's expense, including the cost of any inspection and
testing thereof. If Contractor/Vendor fails to proceed promptly with the correction or replacement of any rejected goods or Work,
Owner may replace or correct such items or Work by purchase or manufacture and charge the cost incurred thereby to
ContractorNendor or terminate this Purchase Order for default in accordance with paragraph 12 herein. By inspecting and not
rejecting any goods and Work furnished thereunder, Owner shall not be precluded thereby from subsequently revoking its acceptance
thereof it the goods or Work are later discovered to be nonconforming with this Purchase Order or the specifications and drawings
applicable hereto, even if the defect does not substantially impair value to Owner.
7. Tries, Delivery. Risk of Loss: Unless indicated to the contrary on the face hereof, it shall be the responsibility of
Contractor/Vendor to arrange for and complete delivery of all goods or materials. If the goods or materials furnished thereunder are
equipment, Contractor/Vendor shall give Owner two (2) working days' advance notice of delivery. All goods or materials furnished
by Contractor/Vendor should be shipped in the manner and at the times indicated op the face hereof at the expense of
ContractorNendor, it being understood that the risk of loss with respect to such goods is with ContractorNendor until such goods
tonne into the actual possession of Owner, regardless of the mode of delivery or earlier passage of title. This project is tax exempt.
The Owner's lax -exempt number is E
8. Pawnent; Owner will vtake partial payments to the Contractor/Vendor from time to time far the Work performed and the materials
furnished by the ContractorNendor. Provided, however, in no event shall Owner be obligated to pay ContractorNendor any sum that
exceeds the Contract Price absent a wTitten change order executed by Owner.
8.1 Prior to issuance of any payments by the Owner to the ContractorNendor, the ContractorNendor shall furnish to the
Owner (in a form suitable to the Owner) an application for the payment then due, together with receipts, waivers of claim and other
evidence showing the Contractor/Vendor's payments for materials, labor and other expense incurred in the Contractor/Vendor's Work
hereunder. The Owner will, at all times, be entitled to retain ten percent (10%) of all monies due and owing to the ContractorNendor
as a part security for the faithful performance of this Agreement. This ten percent (10%) so withheld will not be paid to the
Contractor/Vendor until the Owner has issued to the ContractorNendor a final acceptance of the Project.
8.2 Owner may withhold the whole or any part of any payment due to the Contractor/Vendor to the extent necessary to
protect and indemnify the Owner from loss on account of (a) defective Work not remedied; (b) claims filed or reasonable evidence
indicating probable filing of claims; (c) failure of the Contractor/Vendor to make payments promptly for material or labor; or (d)
Contractor/Vendor's failure to furnish Owner with all written warranties and operational manuals for the Work.
8.3 ContractorNendor hereby authorizes the OWNER (1) to deduct from any amount due or becoming due the
ContractorNendor tinder this Agreement for all amounts owing from the ContractorNendor to (a) the Owner for back -charges or
services fiunished for the account of the ContractorNendor; (b) the Owner for damages sustained whether through negligence of the
Contractor/Vendor or through failure of the ContractorNendor to act as may be otherwise detailed herein; (c) materialmen; (d)
subcontractors; (e) laborers; and (f) others for services and materials furnished to the Contractor/Vendor for the Work performed
under this Agreement, and (2) to apply the amount so deducted to the payment of said materials, services, damages or back -charges
applying such monies so available in the order hereinbefore set forth.
8.4 Owner, without invalidating this Agreement, may make changes by altering, adding to or deducting from the Work to be
performed. The value of any such changes will be determined as follows: (a) by the unit prices named in this Agreement, if any; or (b)
by agreement in writing between the Owner and the Contractor/Vendor as to the value of the time and materials for the changes in the
Work. In any event, the ContractorNendor will keep and present, in any form as lire Owner may direct, a correct account of the net
cost of any extra labor and materials, together with vouchers referring to the same.
8.5 Notwithstanding the payment in full for the Work hereunder, the ContractorNendor will be liable to repair or replace any
imperfect workmanship or other faults; and if the ContractorNendor fails to repair or replace the imperfect workmanship or other
faults, the Owner may do the Work and recover from the ContractorNendor the cost and expense thereof. No payment on account
will be construed or considered as an approval of the Work for which payment is made.
9. ContractorNendor Warranty: Contractor/Vendor warrants in addition to all warranties which are imposed or implied by Inv or
equity that all materials apd Woxk famished ihereunder (a) shall confirm to any specifications and drmvings applicable to this
Purchase Order; (b) shall be merchantable and of good quality and workmanship; (c) shall be fit for the purpose intended as well as
the propose for which such goods, materials or Work are generally used; and (d) except for rented equipment, shall be free from
defects for a period of one (1) year, or such longer period as is specified in the Scope of Work or Contract Documents, from the date
such Work is performed or such materials are utilized or installed, and if installed as part of a structure or utilized equipment, fort one
(1) year or such longer period as is specified in the Contract Documents, from the date any such goods, materials or Work hereunder is
accepted in writing by Owner. Contractor/Vendor expressly agrees that the statute of limitations with respect to Contractor/Vendor's
warranties shall begin to run on the date of acceptance by Owner.
10. Insurance and Bonds: ContractorNendor shall at all times maintain business automobile, commercial liability and workers
compensation insurance covering its work and all obligations under this Purchase Order, and shall name the Owner as an additional
insured on its commercial liability insurance policies for ContractorNendor operations under this Purchase Order. Liability insurance
limits shall be in an amount sufficient to protect the Owner's interests as they may appear herein, bill in no event less than
$1,000,000.00 per occurrence. Contractor/Vendor shall furnish and pay for surety bonds and with surety or sureties satisfactory to
Owner, guaranteeing the fill performance of all of the conditions and terms hereof and guaranteeing that Contractor/Vendor shall
promptly pay for all labor, materials, supplies, tools, equipment and other charges or costs of ContractorNendor in connection with
the Work. Such performance and payment bond shall be in an amount determined by Owner.
Li. Indemnity: The Parties hereby agree to indemnify, and hold each other, their respective direct and indirect parents and
subsidiaries, project manager, any of their affiliated entities, successors and assigns and any current or future director, officer,
employee, partner, member or agent of any of them (the "hndenmitees") harmless from any and all claims , demands, liability, loss,
damage, fines, penalties, attorney's fees and litigation expenses (collectively "Loss") arising out of injury to, including the death of,
persons and/or damage to property, to the extent caused by the negligent acts or omissions of the patty providing such indemnification.
Further:
11.1 ContractorNendor acknowledges that any such items or Work furnished hereunder may include in whole or in part with
or without modification or improvements in equipment, machinery or items constructed by Owner, and that should such item or Work
prove defective such charges claimed by Owner shall include consequential damages, penalties, taxes or assessments (including
punitive damages), including counsel fees and the costs of defense, which may be imposed or incurred under any federal, state or local
low, ordinance or regulation upon or with respect to (a) the payment of compensation to any individual employed by
Contractor/Vendor; (b) any discrimination against any individual employed by ContractorNendor on the basis of race, color, religion,
sex, national origin or physical or mental handicap; (c) the protection of purchasers and users of consumer products; or (d)
occupational safety and health.
11.2 In any and all claims against Owner or any of its agents or employees, by any employee of ContractorNendor, the
indemnification obligation under this paragraph shall not be limited by any limitation on the amount or type of damages,
compensation or benefits payable by or for Contractor/Vendor under workers compensation acts, disability benefits acts or employee
benefit acts, or other applicable law. ContractorNendor assumes the entire liability for its own negligence, and as pall of this
Agreement waives all defenses available to ContractorNendor as an employer which limit the amount of Contractor/Vendor's liability
to Owner to the amount of ContractorNendot's liability trader any workers compensation, disability benefits or employee benefit acts.
12. Patents: ContractorNendor warrants that (a) goods furnished thereunder, and the sale and use thereof, shall not infringe any valid
United States patent or trademark; and (b) Contractor/Vendor shall indemnify Owner for its costs to defend any suit instituted against
Owner, its agents or customers, charging infringement of any United States patent or trademark by virtue of the possession, use or sale
of any goods furnished thereunder is enjoined because of patent infringement. ContractorNendor within a reasonable amount of time
shall at ContractorNendor's expense procure for Owner its agents or customer, the right to continue using such goods with non -
infringing goods or modify such goods so that they become non -infringing or remove such goods and refund to Owner any sums paid
therefore, includingtransportation and installation charges.
13. Cancellation: Time of delivery of this Purchase Order is of the essence and Owner may, by written notice of default to
Contractor/Vendor, cancel the whole or any part of this Purchase Order (a) if ContractorNendor fails to make delivery of the goods or
perform the services within the time specified herein or any extensions thereof,, or (b) if ContractorNendor fails to perform or so fails
to make progress as to endanger performance thereunder, and in either circumstance does not cure such failure within a period of two
(2) days after receipt of notice from Owner specifying such failure. Owner, by written notice to ContractorNendor, may cancel the
whole or any part of this Purchase Order when it is in the best interest of Owner or when Owner has been notified of modification of
the specifications pertaining thereto. If this Purchase Order is so canceled, the ContractorNendor shall be compensated as follows: (a)
for materials delivered and services performed, the reasonable value as part of the Contract Price; (b) for materials not identified to
this Purchase Order and service not performed, no compensation; and (c) for Contractor/Vendor's lost profits or incidental or
consequential loss, no compensation.
14. Remedies: Contractor/Vendor shall, for the duration of its warranties under paragraph 9 herein, at the discretion of Owner and at
tlie expense of ContractorNendor, replace, repair and insure any and all faulty or imperfect goods, materials or Work furnished or
performed by Contractor/Vendor thereunder. In the event ContractorNendor fails to do so, Owner may furnish or perform the same,
and may recover from ContractorNendor the cost and expense directly or indirectly resulting there from, including all consequential
damages but not limited to the cost or expense of inspection, testing, removal, replacement, re -installation, destruction of other
materials resulting there from, any increased cost or expense to Owner in its performance under contracts with others, and reasonable
attorneys fees incurred by the Owner in connection with Vendor's default and Owner's enforcement of its rights under this Purchase
Order. The foregoing remedies shall be available in addition to all other remedies available to Owner in equity or at law including the
Uniform Commercial Code.
15. Compliance With Laws: During the performance hereunder, ContractorNendor agrees to give all notices and comply with all
Laws and Regulations of the United States and/or lire Stale of Illinois applicable to the performance of the Work, including but not
limited to those Laws and Regulations regarding the payment of prevailing wages, non-discrimination laws, employment of Illinois
workers, labor, wage and collective bargaining. Except where otherwise expressly required by applicable Laws and Regulations,
Owner shall not be responsible for monitoring Contractor/Vendor's compliance with any Laws or Regulations.
16, Notices: All notices, demands, requests or other communications which may be or are required to be given, served, or sent by
any panty to any other party pursuant to this Purchase Order shall be in writing and shall be hand delivered, or sent by courier, or via
facsimile with confirmation to the addresses shown on the Purchase Order.
17. Records, Reports and Information: Contractor/Vendor agrees to furnish Owner with reports and information regarding the
Work performed under this Purchase Order, at such times as Owner may reasonably request, making full disclosure of efforts made by
ContractorNendor and the results thereof. ContractorNendor agrees to maintain records, documents, and other evidence which will
accurately show the time spent and Work performed under this Purchase Order for a minimum period of five (5) years after
completion of the Work, and such records shall be subject to audit by the Owner upon reasonable advance notice to
Contractor/Vendor on a mutually agreed date and time.
18. Assignment: ContractorNendor shall not assign this Purchase Order without written consent of Owner. Owner may unilaterally
assign its rights under this Purchase Order upon reasonable notice to ContractorNendor.
19. Waiver: Either party's failure to insist in any one or more instances, upon the strict performance of any provision hereof or to
exercise any right hereunder shall not be deenned to be a waiver or relinquishment of the future performance of any such provision or
the future exercise of such right, but the obligation of Contractor/Vendor and Owner with respect to such future performance shall
continue in full force and effect.
20. Controlling Law, Severabilitv: 'file validly of this Purchase Order or any of its provisions and the sufficiency of any
performance thereunder shall be determined under the laws of Illinois. Venue shall be in McHenry County, Illinois. The Owner is
entitled to recover its reasonable attorneys' fees incurred in enforcing the terms of this Purchase Order. If any provision or
requirement of this Purchase Order is declared or found to be unenforceable that balance of this Purchase Order shall be interpreted
and enforced as if the unenforceable provision or requirement was never a part hereof.
21. Arbitration: Claims, disputes or other matters in question between the parties arising out of or relating to the Work under this
Purchase Order or breach thereof shall be subject to and decided by Arbitration in accordance with the American Arbitration
Association Construction Industry's Arbitration Rules. Arbitration shall take place at City of McHenry City Hall.
CONTRACTOR/VENDOR:
Date
City of Crystal Lake
Bid 1908-002
CITY OF CRYSTAL LAKE
100 W. WOODSTOCK STREET
CRYSTAL LAKE, ILLINOIS 60014
Bidder Information
CompanyN me: (/ZEC9 Ie 115,/.ucTelephone: Yi17• ZI3 ' %O (� 7
Address: Ao ga X 060 / �Z Fax: ,FV7- �44P7- 37J�3
City, State, Zip: k/,4GCcp/i2)A (G-_ .1 mail: /!/ck �yY emsrU5//1e•Cepm
Contact Person:Nte'& WiL*r.iS &�T
BID PRICE: MPI Tree Pruning
Algonquin Tree Pruning Cost
Crystal Lake Tree Pruning Cost
McHenry Tree Pruning Cost
$62XS6 /per tree
$ (p 84 G s /per tree
$ /yX1651 /per tree
List any and all deviations from minimum specifications:
I certify that I am acting as an agent for the firm designated below and that the firm will sell to the City of
Crystal Lake the product(s) described herein for the amount specified above. Further, I certify that all
exceptions or deviations from the attached detailed specifications are clearly stated in writing and the price
quoted shall include all terms specified unless otherwise noted,
re of Authorized Representative
PLEASE TYPE OR NEATLY PRINT THE FOLLOWING INFORMATION
.,/ E /VN/ !V /LL/S
Name of Authorized Representative
Company Name
-1-
Title
9/13/2019 6:40 AM p. 13
// / City of Crystal Lake Bid 1908-002
Street Address
City State Zip Code
(Area Code) Phone Number
-2-
9/13/2019 6:40 AM p. 14
City of Crystal Lake Bid 1908,002
CITY Or CRYSTAL LAKE
INVITATION TO BID PROPOSAL
The proposer shall also include with his return "ITQ" as gne copy of the enclosed affidavit, as well as literature,
samples, etc. as required within the Invitation to Bid Specifications.
The undersigned proposer, having examined the specifications and other documents, hereby agrees to supply
services as per the attached specifications and to perform other work stipulated in, required by and in accordance
with the proposal documents attached for and in consideration ofthe proposed prices.
The undersigned ackn0wlcdges receipt ofaddenchuu(s):;�y;��
NAn1E:
IC_[..iS
FIRM NAME
—7—
EG0 j- 119 '0/AlG
ADDRESS
Po 00>k 60
PHONE NUMBER
19974133 906
CITY, sTATE AND ZIP CODE
FAX U BER
9Y 7 VAV 3 .�3
A /L (goo
E-MAIL ADDRESS
/JICkL�P *lr'desrualnc, co r
h
9/13/2019 6:40 AM p, 77
City of Crystal Lake
Did 1908-002
AFFIDAVIT OF COMPLIANCE
APPLICANT:
Name mc&v ' '17F as
Address I°o 60X 60,0 5k Wig fit ev a74, IL- 6049 8'i/
Federal Tax I.D.11436 a41�?Vv 757
As a condition ofentering into a contract with the City ofCrystal Lake, and under oath and penalty ofperjury and
possible termination of contract rights and debarment, the undersigned,
(Please Print or Type) //A/ j /L.L./ S being first only sworn on oath, deposes and states that he is
PRUS1 AEA) % (the sole owner, a partner, a joint venturer, the President, the Secretary, etc.) of
CE 5 "%Z" US, /AJL (Name ofCornpany), the party making the foregoing bid, and that he has the authority
to make any disclosures or certifications required by this Affidavit on behalf of the bidder and that all the information
contained in this Affidavit is true and correct in both substance and fact.
DISCLOSURE OF BENEFICIARIES
Section 1. Ordinance SS-193, an ordinance amending Title I (Administrative) of the Crystal Lake Municipal Code, s
amended, by adding Chapter 12 thereto requires disclosure of certain interests by persons applying for permits, licenses,
approvals or benefits from the City ofCrystal Lake.
A. Nature ofBenefit sought by the undersigned (state Bid or ITB No.) / jp�o a,�,.
B. Nature
ofApplicant: (Please
check one)
I.
Natural person
CI
2.
Corporation
3.
Land Trust/Trustee
❑
4.
Trust/Trustee
❑
5.
Partnership
❑
6.
Joint Venture
❑
C. If applicant is an entity other than described in Section B, briefly state the nature and characteristics ofthe
applicant below.
D. if in your answer to subsection B you have checked box 1, 2, 3, 4, 5, or G identify by name and address
each person or entity who is a 5% shareholder in the case of a corporation, a beneficiary in the case of
trust or land trust, a joint venturer in the case ofa joint venture, or who otherwise has a propriety interest,
interest in profits and losses or right to control such entity:
NAME (ADDRESS PERCENT
OF
9/13/2019 6:40 AM n, 78
City of Crystal Lake
Bid 1908-002
INTEREST
05"lt//n/01194E.Cn1 55-yr,
2VVICK /GL/5 o//WS44aee IL ael 17r `o
IMPORTANT NOTE: In the e�ent your answer to Section 1 identified entities other than a natural person, additional
disclosures are required for each such entity.
9/13/2019 6:40 AM p, 7c�
City of Crystal Lake
Bid 1908-002
BID RIGGING AND BID ROTATING
.SOct1Oil 2: That in cornice on with this procurement,
A. The bid is not made in the interest ofor on behalf ofany undisclosed person, partnership, company,
association, organization or corporation;
B. The bidder has not in any manner directly or indirectly sought by consultation, communication c+
agreement with anyone to fix the bid price of said bidder or any other bidder or to fix any overhead profit
or cost element of such bid price or that ofany other bidder or to secure tiny advantage against the public
awarding the contract or anyone interested in the proper contract;
C. The bid is genuine and not collusive or sham;
D. The prices or breakdowns thereofand any and all contents which had been quoted in this bid have ru
been knowingly disclosed by the bidder and will not be knowingly disclosed by the bidder directly i
indirectly to any other bidder or any competitor prior to opening;
)i. All statements contained in such bid are true;
No attempt has been made or will Ue made by the bidder to induce any other person a• finu to submit
faIse or sham bid;
G. No attempt has been made or will be made by the bidder to induce any other person or firm to submit r
not to submit a bid for the purpose of restricting competition;
Acknowledgement (Type Name) � /1�/t/ / / Ll_I S
Section 3. The undersigned funhcr states that• (select A or B and C)
1KYA. He is the person in the bidder's organization responsible within that organization for the decision as r
the prices being bid herein and that he has not participated, and will not participate, in any action contrary
to paragraphs A through G above; or
D B. IIe is not the person in the bidders organiratiar responsible within that organization for the decision a
to the prices being bid herein but that he has been authorized to act as agent for the persons responsible
for such decision in certifying that such persons have not participated, and will not participate, in any
action contrary to paragraphs A through G above and as their agent does hereby so certify; and
C. That he has not participated, and will not participate, in any action contrary to paragraphs A through f
above.
Section 4. The undersigned certifies that the bidder has never been convicted for a violation of State laws prohibiting
bid rigging or bid rotating.
THE REQUIREMENTS Or THE ILLINOIS DRUG TREE WOKKPLACE ACT
9/13/2019 6:40 AM p, 80
City of Crystal Lake
Section 5. The undersigned will publish a statement:
A. Notifying
employees
that the unlawful
manufacture, distribution,
dispensation, possession, or use of
controlled
substance
is prohibited in the
aforementioned company's
workplace;
B. Specifying the actions that will be taken against employees for violations ofthis prohibition;
C. Notifying the employees that, as a condition ofdreir employment to do work under the contract with
City of Crystal Lake, the employees will:
Abide by the terms ofthe statement; and
2. Notify the aforementioned company ofany criminal drug statute conviction for a violation occurring
the workplace not later than five (5) days after such a conviction.
D. Establishing a drug free awareness program to inform the aforementioned company's employees about:
1. The dangers of drug abuse in the workplace;
2. The aforementioned company's policy of maintaining a drug free workplace;
3. Any available drug counseling, rehabilitation, and employee assistance programs; and
4. The penalties that maybe imposed upon employees for drug violations.
E. Making it a requirement to give a copy ofthe statement required by Section 5. to each employee engaged
in the performance of the contract with the City ofCrystal Lake and to post the statement in a prominent
place in the workplace;
F. Notifying the
City of Crystal Lake within
ten (10) days
aRer receiving notice under Section S.C.2. from
an employee
or otherwise receiving actual
notice ofsuch
a conviction;
G. Imposing a sanction on, or requiring
the satisfactory
participation in drug
abuse assistance or rehabilitation
program by, any employee who
is so convicted, as
required by Section
6., below;
H. Training personnel to effectively assist employees in selecting a proper course of action in the event drug
counseling, treatment, and rehabilitation is required and indicating that an effectively trained counseling
and referral team is in place;
Making a good faith effort to continue to maintain a drug free workplace through implementing these
requirements.
Making a good faith effort to continue to maintain a drug free workplace through implementation of &
policy.
Section 6. The undersigned further affirms that within thirty (30) days after receiving notice from an employee of
conviction of a violation ofthe criminal drug statute occurring in the aforementioned company's workplace he shall:
A. Take appropriate personnel action against such employee up to and including termination; or
B. Require the employee to satisfactorily participate m a drug abuse assistance or rehabilitation program
approved for such purposes by a federal, state, or local health, law enforcement, or other appropriate
9/13I2019 6:40 AM P. 81
City of Crystal Lake
Bid 1908-002
agency.
TAX COMPLIANCE
Section 7. The undersigned on behan or me entity making the foregoing proposal certifies that neither the undersigned Dx
the entity is barred from contracting with the City of Crystal Lake because of any delinquency in the payment of any ua
administered by the State of Illinois, Department of Revenue, unless the undersigned or the entity is contesting,
accordance with the procedures established by the appropriate revenue act, liability ofthe tax or the amount oftax.
Section S. The undersigned or the entity making the proposal or bid understands that making a false statement regarding
delinquency in taxes is a Class A Misdemeanor and in addition, voids the contract and allows the municipality to recover
all amounts paid to the individual or entity under the contract in a civil action.
EQUAL EMPLOYMENT OPPORTUNITY
Section 9. This EQUAL EMPLOYMENT OPPORTUNITY CLAUSE is required by the Illinois Human Rights Act
and the Rules and Regulations of the Illinois Department of Human Rights published at 44 Illinois Administrative Code
Section 750, et sea..
Section 10. In the event of the contractor's noncompliance with any provision of this Equal Employment Opportunity
Clause, the Illinois Human Right Act, or the Rules and Regulations for Public Contracts of the Department of Human
Rights (hereinafter referred to as the Department) the contractor may be declared non -responsible and therefore ineligible
for future contracts or subcontracts with the State of Illinois or any of its political subdivisions or municipal corporations,
and the contract may be canceled or avoided in whole or in part, and such other sanctions or penalties may be imposed
or remedies involved as provided by statute or regulation.
During the performance ofdlis contract, the contractor agrees:
A. That it will not discriminate against any employee or applicant for employment because ofrace, color,
religion, sex, national origin or ancestry; and further that it will examine all job classifications to determine
if minority persons or women are underutilized and will take appropriate affirmative action to rectify my
such underutilization.
E. That, if it hires additional employees in order to perform this contract, or any portion hereof, it A
determine the availability (in accordance with the Department's Rules and Regulations for Public
Contracts) ofminorities and women in the area(s) from which it may reasonably recruit and it will hire kt
each job classification for which employees are hired in such a way that minorities and women are W
underutilized.
C. That, in all solicitations or advertisements for employees placed by it or on its behalf, it will state that t
applicants will be afforded equal opportunity without discrimination because ofrace, color, religion, ser,
marital status, national origin or ancestry, age, physical or mental handicap unrelated to ability, or a
unfavorable discharge from military service.
D. That it will send to each labor organization or representative of workers with which it has or is bound ty
a collective bargaining or other agreement or understanding, a notice advising such labor organization a
representative of the contractor's obligations under the Illinois Human Rights Act and the Department's
Rules and Regulations for Public Contract. If any such labor organization or representative fails or refuses
to cooperate with the contractor in its efforts to comply with such Act and Rules and Regulations, &
contractor will promptly so notify the Department and the contracting agency will recruit employees hom
other sources when necessary to fulfill its obligations thereunder.
E. That it will submit reports as required by the Department's Rules and Regulations for Public Contracts, famish
9113/2019 6:40 AM V 82
City of Crystal Lake
Bid 1908.002
all relevant information as may from time to time be requested by the Department or the contracting agency,
and in all respects comply with the Illinois Human Rights Act and the Department's Rules and Regulations h
Public Contracts.
F. That it will permit access to all relevant books, records, accounts and work sites by personnel of cc
contracting agency and the Department for purposes ofinvestigation to ascertain compliance with the Illinois
Human Rights Act and the Department's Rules and Regulations for Public Contracts.
G. That it will include verbatim or by reference the provisions of this Equal Employment Opportunity Clause
every subcontract it awards under which any portion of the contract obligations are undertaken or assumed,
so that such provisions will be binding upon such subcontractor. In the same manner as the other provisions i
this contract, the contractor will be liable for compliance with applicable provisions of this clause by such
subcontractors; and further it will promptly notify the contracting agency and the Department in the event my
subcontractor fails or refuses to comply therewith. In addition, the contractor will not utilize any subcontractor
declared by the Illinois Human Rights Department to be ineligible for contracts or subcontracts with the State
of Illinois or any ofits political subdivisions or municipal corporations.
Section 11. For the purposes of subsection G of Section 10, "Subcontract" means any agreement, attangement r
understanding, written or otherwise, between a public contractor and any person under which any portion of the public
contractor's obligations under one or more public contracts is performed, undertaken or assumed; the term "subcontract,"
however, sball not include any agreement, arrangement or understanding in which the parties stand in the relationship of
employer and an employee, or between a bank or other financial institution and its customers.
Section
12. It
is expressly understood that
the foregoing statements
and representations and promises are made as
condition
to the
right of the bidder to receive
payment under any award
made under the terms and provisions ofthais bid.
Section 13. Have written sexual harassment policies that shall include, at a minimum, the following information: () �
illegality of sexual harassment; (ii) the definition of sexual harassment under State law; (iii) a description of sexual
harassment, utilizing examples; (iv) the vendor's internal complaint process including penalties; (v) the legal recourse,
investigative and complaint process available through the Department and the Commission; (vi) directions on how i
contact the Department and Commission; and (vu) protection against retaliation as provided by Section 6-101 of this Act
A copy ofthe policies shall be provided to the Department upon request.
THE AMERICANS WITH DISABII.Tl'IES ACT
Section 14. The Americans with Disabilities Act (42 U.S.C. 12101 etand the regulations thereunder (28 CFR
35.130) (ADA) prohibit discrimination against persons with disabilities by the State, whether directly or through
contractual arrangements, in the provision of any aid, benefit or service. As a condition of receiving this contract, N
undersigned vendor certifies that services, programs and activities provided under this contract are and will continue to It
in compliance with the ADA.
H,LINOIS PREVAILING WAGE
Section 15. The undersigned shall comply with the applicable requirements of the Illinois Prevailing Wage Act,
8201LCSsec. 130/0.01 etseg, as amended for public works projects.
EMPLOYEE SAFETY AND HEALTH
Section 16. The undersigned shall comply with all applicable Laws and Regulations ofany public having jurisdiction b
the safety ofpersons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary
safeguards for such safety and protection. Contractor's duties and responsibilities for the safety and protection of the work
shall continue until such time as all the work is completed and accepted by the City.
19
6:40 AM
p. 83
Clty of Crystal Lake
Bid 1908.002
A. Contractor shall be responsible for initiating, maintaining and supervising all safety precautions ad
programs in connection with the work. Contractor shall take all necessary precautions for the safety t(
and shall provide the necessary protection to prevent damage, injury or loss to all employees on the work;
all work, materials and equipment to be incorporated therein, whether in storage on or off site; and other
property at the site or adjacent thereto in the course of construction.
9/13/2019 6:40 AM P �
City of Crystal Lake
Bid 1908-002
CITY OF CRYSTAL LAKE VENDOR
INFORMATION SHEET
The information below is required to complete yourbid packet.
Type or Print Only
Purchase Order Mailing Information:
Nance: T/L�e-.S rriZ US, lA!C
Addressl: po• eox ory
Address 2:
Address 3: I
city: 1AIAa OPA)bvq
State.z—
Zip Corle: !®o08'�f•
Phone: 91/7 _713-90 6 9
Fax: �tf7�t�7 37�3
Project Contact: /)/iC,Z Alle e. S
* *EmMa il * *1 rit cK e 9YU5lro, 6o m
Remittance Mailing Lrforntation:
Nance: 7k e a s `y? " a,5, I Ajc .
Address l: 0 • X o l yk
Address 2:
Address 3:
ciV Iw.>9 u eo � o,e
State:
Zip Code: I 4pvo ¢
Phone: $?rqe7a 1: � (6 f
Fax: Qy7- 97®.V7g3
Ted Tax ID #: 3(0 .- ,ono 759
Tax Type 1 rG„J Federal Tax
Social Security F �
Additional Information:
9113/2079 6:A0 AM p. 85
City of Crystal Lake
Bid 1908-002
List of Subcontractors
Ix Select this box if no subcontractors will be used.
If subcontractors will be used, please complete the following. If awarded the contract, the selected vendor must notify the City of
any changes to the subcontractors list.
Subcontractor Name Service Provided
1.
Address Contact Person
Subcontractor Name Service Provided
2,
Address Contact Person
Subcontractor Name Service Provided
3.
Address Contact Person
Subcontractor Name Service Provided
4.
Address Contact Person
Subcontractor Name Service Provided
5,
Address Contact Person
Subcontractor Name Service Provided
6.
Address Contact Person
Subcontractor Name Service Provided
7,
Address Contact Person
Subcontractor Name Service Provided
8.
Address Contact Person
9Ii3/2019 6:40 AM
p. 87
PO BOX 6014
Wauconda, IL 60084
January 1, 2019
www.treesrusinc.com
Phone: 847-913.9069
Fax: 847487-3753
CERTIFIED ARBORISTS FOR TREES "R" US, INC.
The following Trees "R" Us, Inc employees have ISA Certification:
Nick Willis IL-5364A
Bill Thompson IL-5022A
Tim Taddy IL-0136A
Tom Becker IL-4243A
Tree & StumP Removal Tree 7rlmming Lot Clearing Mulch Cabling Plant Health Care
r,
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® COMPLETE TREE SERVICE
RESIDENTIAL & COMMERCIAL
PO BOX 6014
MUNICIPAL REFERENCES Wauconda, IL 60084
www.treesrusinc.com
Village of Wheeling Phone: 847-913-9069
77 W Hintz Rd Fax: 847-487-3753
Wheeling, IL 60090
Phone: 847-279-6951
Lori Hazlewood — Supt of streets and forestry
Email: Lhazlewood@wheelingil.gov
2013-2016 Parkway Tree Trimming
Contract — Approx $50,OOOper year
Village of Glenview
2498 E Lake Ave
Glenview, IL 60026
Phone: 847-904-4522
Roy Fickel, Supt. Of Public Works
Email: rfick�w it us
2013-2017 Tree Maintenance Contract (tree and stump removals, trimming, emergency service)
Contract — Approx $360,000 per year
Village of Hinsdale
225 Symonds Dr
Hinsdale, IL 60521
Phone: 630-789-7043
John Finnell, Village Forester
Email: jfinnell opvillageofhinsdale_org
2016-2019 Elm Tree Injections
Contract: $127,000 per year
2016-2018 Tree Trimming
Contract $105,880 per year
Elk Grove Park District
499 Biesterfield Rd
Elk Grove, It. 60007
Phone: 847-437-9494
John Howell, Grounds Supervisor
Email: jhowell@elkgroveparks.org
2015 Tree Planting Project: $15,420
2016 Tree Trimming, Removals and
Herbicide: $40,000
2017 Tree Trimming, Removals and
Herbicide: $60,000
2018 Tree Trimming, Removals and
Herbicide: $34,000
2019 Tree Trimming and Removals:
$18,000
Tree &Stump Removal Tree Trimming Lot Clearing Mulch Cabling Plant Health Care
3
i
M1.F
:-S Y
h
ow
Ir
F.
IF
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MUNICIPAL REFERENCES — PAGE 2
METRA
547 W Jackson Blvd
Chicago, IL 60661
Phone: 312-322-6900
John Meyer, Engineer
Email: jmeyer@metrarr.com
2017-2021 Tree Removals, Tree Chipping and Trimming Contract
Contract: $1,800,000 over 4 year contract
City of Milwaukee
814 N Broadway
Milwaukee, WI 53202
Phone: 414-708-2990
Jeff Kluslow, Forestry
Email: jklusl(a)miiwaukee.gov
2013 Stump Removal Contract
Contract: $176,000
2016 Stump Removal Contract
Contract: $193,000
2018 Stump Removal Contracts (south, central and north districts)
Contract: $438,000
2019 Stump Removal Contract
Contract: $252,000
City of Park Ridge
505 Butler Place
Park Ridge, IL 60068
Phone: 847-318-5231
Brandon Naser, City Forester
Email: bnasert7a parkrid e.us
2016-2018 Tree and Stump Removal Contract
Contract: $385,000
Rockford Park District
401 South Main St
Rockford, IL 61101
Phone: 815-987-8800
Tom Lind: Landscape Architect
Email: TomLinda(�rockfordparkdistrict.oro
2017 — Ash Tree Removals
Contract - $15,260
MUNICIPAL REFERENCES — PAGE 3
Milton Township Highway Department
23WO40 Poss St
Glen Ellyn, It. 60137
Phone: 630-682-4270
Jim Mauerman — Foreman
Email: iimPmiltonhiohway.com
2015-2017 Tree and Stump Removals
Contract: $105,802
Forest Preserve District of Cook County
69 W Washington
Chicago, IL 60602
Phone: 708-906-0319
John McCabe, Forestry
Email: Jolin.mCCabe(o�cookcOUntyil.go
2016 Tree Removals
Contract: $155,932
2017-2018 Tree Removals
Contracts: $70,353
Heather Ridge Umbrella
Associates
5864 Manchester Dr
Gurnee, IL 60031
Phone: 847-710-2378
Brad Banwart, Landscape
Dept
Email: uvngcf7918(a)sbcglobal
net
2015-2019 Plant Management Contract
Contract: $135,000
City of Quincy
706 Main St, Third Floor
City Hall Annex
Quincy, IL 62301
Phone: 217-228.4515
Charles Bevelheimer, Public Works
Email chuckba(�guincyil.gov
2015 Ash Treatment Program
Contract: $16,689
2016 Ash Treatment Program
Contract: $16,893
2019 Ash Treatment Program
Contract: $18,239
MUNICIPAL REFERENCES —PAGE 4
University of Wisconsin - Parkside
PO Box 2000
Kenosha, WI 53141
Phone: 262-989-2270
Dave Olsen
Email: olsendta2uwo.edu
2016 Tree and Stump Removals
Contract: $15,600
2017 Tree and Stump Removals
Contract: $67,890
City of Wheaton
303 W Wesley St
Wheaton, IL 60187
Phone: 630-260-2000
Kevin Maloney
Email: kmalonev a(�wheaton it us
2016-2018 Tree Pruning
Contract: $78,350
2016-2018 Stump Removals
Contract: $15,000 per year
Village of Barrington
200 S Hough St
Barrington, IL 60010
Phone: 847-304-3369
Mike Szymanski, Forestry Supervisor
Email: mszymanski aC�barrington-il gov
2017-2019 Annual Tree Maintenance Contract
Contract: approx., $120,000 per year
School District of Beloit
1633 Keeler Ave
Beloit, WI 53511
Phone: 608-36141007
Sean Winters
Email: swinters@sdb.k12.wi.us
June 2017 — December 2017 Tree Removal, Stump Removal, Trimming, Planting
Contract: $35,295
City of Racine
730 Washington Ave
Racine, WI53403
Phone: 262-770-7029
Matt Koepnick, City Forester
Email: matthew.koen�fracine orq
2019 Stump Grinding and Restoration
Contract: $67,942
City of Crystal Lake Bid 1908-002
�� • • 1 1' • • «.
Bid Designation: Public
City of Crystal Lake
9/11/2019 8:01 AM P, 1
City of Crystal Lake
Bid 1908-002
Bid 1908-002
2019 Contracted Tree Pruning Services
Bid Number
1908
002
Bid Title
2019
Contracted
Tree Pruning Services
Bid Start Date Sep 11, 2019 7:34:58 AM CDT
Bid End Dale Sep 25, 2019 9:00:00 AM CDT
Question & Sep 19, 2019 5:00:00 PM CDT
Answer End Date
BldContact Denver Schmitt
dschmitt@crys[allake, org
Bid Contac[ Beth Mogan
bmogan@crystallake.org
Bid Contact Larry Zurek
lzurek@crystallake.org
Contract Duration 1 year
Contract Renewal 2 annual renewals
Prices Good for 120 days
Bid Comments Tlhe City of Crystal Lake, City of Mdienry, and Village of Algonquin are seeking individual service contracts
hnitlh a qualified con6•actorto perform 1ree•pruning services within these municipalities.
Addendu
The goal of this program is to achieve a healthy sustainable forest and improve natural resource management
wflhfn the community. The pruning activities are the main focus of the project.
Treepruning writ be specific only to those trees on public property or otherwise designated. These are,trees
that require routine arboriculWre pruning to cerrect structural problems or growth patterns, remove dead
branches, or branches that would eventually obstruct traffic or interfere with sightlines or skgnage. The
nrajority of trees are small to maWre trees. One of the main objectives of this pruning is to stay consistent
with City policies.
The City of Crystal Lake, City of McHenry, and Village of Algonquin require tree clearances for thefollomtng
siWaflons, pedrstdans on side�+dls, foliage obstructions to streetlights, street signs, signals, and velddes
within the nhunicipal ROW. Trees shall be pruned to maintain a fourteen (14') vertical clearance overthe
ewstlng curb line and eleven (11') demances for the remainder of the tree or over the ebsbng sidewolk All
frees are to be pruned to adhleve a symmetrical appearance.
The bid bond Is $1,000, not 5%
NewDocumenls Algonquin Capture .jpg
Algonqutn Trimming Contract2020-21.xis
Crystal Lake Northeast Side Tr mining Map 2019.docx
McHenry East Beach Pari.jpg
Crystal Lake Northwest Side Trimming Map 2019.docx
9/11/20198:01 AM p.2
City of Crystal Lake Bid 1908-002
Crystal Lake South Side Trimming Map 2019.docx
McHenry AtlofPPark.png
McHenry Tree Trimming Areas - 2B,pdf
McHenry Tree Trimming Areas-6A,pdf
McHenry West Beach Park.png
McHenry Freund Field,png
McHenry Lakeland Park Boat Launch.png
McHenry Lakeland Park Community Center,png
McHenry P heasont Valley P ark.png
Item Response Forth
Item 1908-002-01-01 -Complete Price Sheet
Quantity 1 each
Unit Price
Delivery Location City of Crystal Lake
No Location Specified
Qiy 1
Description
submit price sheet
9/11/2019 8:01 AM p. 3
ze ��
OWN
City _UO""tal Lake �Q29
City of McH%enry
U%�Ilaee�of Aleona
MUNICIPAL
PARTNERING
INITIATIVE
City of Crystal Lake Bid 1900-002
LEGAL NOTICE / PUBLIC NOTICE
City of Crystal Lake
JOINT BID NOTICE
The City 01 Crystal Lake, City of McHenry, and Village of Algonquin are jointly soliciting
sealed bids from area contractors for the following project:
20191'ree Pruning Program
All bids shall Ue accompanied by a Bid Bond, Certified or Cashier's Check made payable to
the City of Crystal Lake for not less than $1,000. The successful bidder must furnish a
satisfactory performance and payment bond in the full amount of the bid.
The Municipalities reserve the right to accept the bid from the lowest responsible bidder most
favorable to the Municipalities, as determined by the Municipalities. The Municipalities also
reserve the right to reject any bid or part of a bid that does not conform to the bidding
requirements or to modify or waive all formalities and technicalities in a bid, or to reject all
bids.
Compliance conditions are included in the bid documents.
Dated: September• 10, 2019
Mike Magnuson
Director of Public Works
9/11/2019 8:01 AM p• 5
City of Crystal Lake Bid 1908-002
t i
MUNICIPAL PARTNERING INITIATIVE
2019 TREE PRUNING PROGRAM JOINT BID
OWNER CONTACT INrORMATION
City of Crystal Lake
100 W. Woodstock Street
Crystal Lake, Illinois 60014
Attention: Larry Zurek
Public Works Superintendent
City of McHenry
1415 Industrial Drive
McHenry, Illinois 60050
Attention: Scott Schweda
Street Superintendent
Village of Algonquin
Algonquin, Illinois
Attention: Michele Zimmerman
Assistant Public Works Director
9N 1/2019 8:01 AM P• 0
Clly of Crystal Lake
Bid 1908-002
INVITATION TO BID
CITY OF CRYSTAL LAKE
City of Crystal Lake (Lead Agency)
City Of McHenry, Village of Algonquin,
2019 Tree Pruning
SUBMITTAL DEADLINES:
September
11, 2019
Bld Available
September
19, 2019
Questions Submitted by 5:00PM via BidSync
September
25, 2019
Bids Due to City Hall by 9:00AM
October 1,
2019
Recommendation Made to City Council
9/11/2019 0:01 AM P• �
City of Crystal Lake
Bid 1908-002
SPECIFICATIONS/SPECIAL PROVISIONS
2019 Contracted Tree Pruning Services
General Information
The City
of Crystal Lake, City of McHeruy, and Village of
Algonquin are
seeking individual service
contracts
with a qualified contractor to perform tree -pruning
services within
these municipalities.
The goal of this program is to achieve a healthy sustainable forest and nnprove natural resource
management within the community. The pruning activities are the main focus of the project.
Tree pruning will be specific only to those riees on public property or otherwise designated. These are
trees that require routine arboriculture pruning to correct structural problems or growth patterns, remove
dead branches, or branches that would eventually obstruct traffic or interfere with sightlines or signage.
The majority of trees are small to mature trees. One of the main objectives of this pruning is to stay
consistent with City policies.
The City of Crystal Lake, City of McHenry, and Village of Algonquin require tree clearances for the
following situations, pedestrians on sidewalks, foliage obstructions to streetlights, street signs, signals,
and vehicles within the municipal ROW. Trees shall be pruned to maintain a fourteen (14') vertical
clearance over the existing curb line and eleven (1 I') clearances for the remainder of the tree or over the
existing sidewalk. All trees are to be pruned to achieve a symmetrical appearance.
Scone of Services
Bids are solicited for the pruning of public trees in targeted neighborhoods and parks. The bid will be
for work consisting of approximately 2,000 trees in Crystal Lake, 1,000 trees in McHenry, and 4,500
trees in Algonquin as indicated on the attached site maps averaging in size from 5" to 32" DBH. Newly
planted and small diameter trees ranging from 5" and under will be excluded from this contract and will
only be trimmed per each municipal Arborists' detection. Each municipality has the sole right to
determine if their portion of the bid will be executed in whole or in part based on the expected completion
time and funding available.
The selected bidder will be required to provide qualified supervisory persorunel with ISA certification
for each crew at all times while working under this contract. Such supervisory personnel shall be
sufficiently proficient in English to be able to effectively communicate with City and Village personnel.
Provide all labor, equipment, and materials necessary to prune the trees and remove all debris from each
site.
-5-
9/11I2019 0:01 AM pa
Cily of Crystal Lake
Bld 1900-002
Trinunin
All designated trees will be trimmed in accordance ANSI standards for the professional arborist, ANSI
A300 (Part 1) 2008 Pruning.
This work will be accomplished with the following specification:
A. All cuts to Ue made sufficiently close to the parent stem so that healing can readily start under
normal condition.
B. All limbs one inch in diameter (size of a quarter) or over must be precut to prevent splitting. All
branches 3 `/2" in diameter should be lowered by proper ropes to the ground.
C. All girdling roots visible to the eye are to be reported
D. Any structural weakness, decayed trunk or branches, split crotches, or branches, should be
reported.
E. Before trimming chin trees, all tools, must be properly sterilized.
F. Prohibited Equipment — The contractor shall not allow any person to use spikes, spurs,
climbing irons, or any other footwear which may cause injury to the trees being trimmed under
the terms of this contract.
Dehris Removal
All debris will be removed at the end of each workday and disposed of by the Contractor at his/her
expense in accordance with applicable laws and regulations.
Designated Trees
Designated trees to be trimmed will be identified by each municipal Arborist during this contract.
Each municipality, however, reserves the right to adjust the achlal quantities of work, with payment
based on the unit bid prices and actual work accomplished.
Work Schedule
Contactors shall provide a detailed work schedule for all specified activities for review and approval
by each City.
Worlc Hours
All work completed within the parameters of this contract shall be performed between 7:OOAM-
7:OOPM on weekdays. NO work will be permitted on Sundays or holidays. Work on Saturdays shall
be permitted at the discretion of the municipality's Director of Public Works or his/her designee.
WORD ON SATURDAYS WILL NOT BEGIN BEFORE 8:OOAM and end by 4:OOPM.
Site Insuection
The successful bidder shall inspect the work location and be aware of any physical hazards or special
conditions that require additional attention. The contractor must identify, and make the Streets
Superintendent aware of, any special condition or specific site -related issues that may result in additional
cost. Any extra compensation must be mutually agreed upon prior to the commencement of work to
receive extra compensation. No claims for additional compensation will be allowed without prior
approval by the Superintendent.
-6-
9/11/2019 8:01 AM
p. 9
City of Crystal Lake
bid 1908-002
Price Bid
The price bid per unit shall include all labor, materials, and equipment necessary for the pruning of trees
per unit on the bid sheet. The cost for pruning shall include the removal and disposal of all branches and
woody material. Price bid per unit shall also include all necessary traffic control and clean up caused by
the pruning of trees. Bidders are to provide unit price per each tree.
Time for Completion
The normal pruning of the trees shall be completed within forty-five (45) working days from notice to
proceed or an agreed time.
Ash Tree Prwtin¢
The contractor shall notify each municipality's designated representative prior to pruning any Ash Tree
as part of this contract. If there is no municipal staff member available on site, at the end of each workday
a list of Ash Trees shalt be submitted (in hard copy or email) to the designated representative with the
location (address) of each Ash encountered. Within 24 hours a municipal arborist will inspect each tree
to determine if it is clear to prune.
Responsibilities
Under this contract, the Contractor shall be accountable for any and all damage to any buildings, walks,
driveways, utilities, trees, grounds, and persons which occur while performing the work called for under
this contract.
A.
Public
Property: The Contractor,
at his own expense,
shall restore all damage
or injured
items to a condition, which meets
the approval of the
Streets Superintendent or
designee.
B.
Private Propertv:
The Corrtractor, at his own expense,
shall have all damaged or
injured
items restored to
its previous or better condition.
C. UtilitkCompany Propertv: In the event of damage to any utility lines, or other equipment
belonging to any utility company, the utility company shall make the necessary repairs,
and the Contractor shall reimburse the utility company for the cost of these repairs.
D. Utilities: The Contractor shall notify and coordinate his wo>Ic with appropriate public
service concerns when water lines, gas lines, electrical lines, telephone lines, or other
structures may be affected while performing the work called for under this contract. In
the event that the Contractor desires a utility line be dropped to facilitate the trimming of
a tree, the Contractor must contact the appropriate utility company to determine the proper
means of notification to request that a line be dropped. In addition, since utility lines are
dropped to assist the Contractor, the contactor shall notify any property owner a
minimum of forty-eight (48) hours in advance when electrical, cable TV, or telephone
service is to be interrupted.
E. Work Zone Traffic Control: Tree Work operations shall be conducted with a minimum
of interference with vehicular• traffic, pedestrian traffic, and bystanders. Adequate
warnings signs and devices shall be placed to warn all approaching traffic of tree
trhrmting operations conducted along streets and in parks where traffic impedance is
anticipated. The Contactor shall conform to traffic control as outlined in Part VI of the
-7-
9/1112019 8:01 AM
City of Crystal Lake
Bid 1908-002
Manual on Uniform Traffic Control Devices (MUTCD). (Standards and guides for
raffle controls for street and highway construction, maintenance, utility and management
)perations.)
Notification
The contractor shall notify each municipality's designated representative, a minimum of forty-eight (48)
hours prior to the start of any on -site work.
I{eepina Road Open to Traffic
All roads shall remain open to traffic. In the event a road will require temporary closure, the Contractor
shalt notify each municipality's designated representative, a minimum of forty-eight (48) hours prior to
the road closure. In this case, the contractor shall be responsible for providing traffic control in
accordance with the MUTCD.
);xistine Utilities
The contractor shall familiarize himself with the location of all utilities and related structures that may
be found in the vicinity of the construction. The contractor shall conduct his operations to avoid damage
to the above -mentioned utilities or structures. Should any damage occur due to the contractor's
negligence, repairs shall be made by the contractor at his expense in a manner that is acceptable to the
authorities at these agencies.
Protectimr of Trees and Shrubs
Extra care shall be exercised when operating equipment around trees or sluubs. Injured branches or
roots shall be pruned in a manner satisfactory to each municipality's certified arborist. This work shall
be done as soon as possible and shall be considered, as incidental to the contract, and no additional
compensation will be allowed.
Prevailine Waee
Tree trirmniug and/or tree pruning as described in this program are not covered under the Illinois
Prevailing Wage Act. The contractor will not be required to pay their employees in accordance with
Prevailing Wage Act 820 ILCS 130/0 et. seq. for tree pruning activities.
Accep tance/Rei ection
Each municipality's designated representative shall make the final decision on the acceptance or
rejection of all work performed under these specifications.
Termination
Each muruicipality shall reserve the right to terminate some or its entire portion of this contract, at any
time by notification to the contractor of the each municipality's intent to do so.
Award
Award will be made to the lowest responsive and responsible bidder and who is best qualified to perform
the work in accordance with the terms and conditions of the contract.
-8-
9/11/2019 0:01 AM P• 11
City of Crystal Lake
6Id 1908-002
Contract Execution
The selected bidder will be required to execute a contract with each municipality and agree with each
municipality's own contractual terms.
Joint Purchasing / Purchashg Extension
The purchase of goods and services pursuant to the terms of this Agreement shall also be offered for
purchases to be made by the Municipalities, as authorized by the Governmental Joint Purchasing Act,
30 ILCS 525/0.013 et seq. (the "Act"). All purchases and payments made under the Act shall be made
directly by and between each Municipality and the successful bidder. The bidder agrees that each
Municipality shall not be responsible in any way for purchase orders or payments made by the other
Municipalities. The bidder further agrees that all terms and conditions of this Agreement shall continue
in full force and effect as to the other Municipalities during the extended term of this Agreement.
Bidder and the other Municipalities may negotiate such other and further terms and conditions to this
Agreement ("Other Terms") as individual projects may require. In order to be effective, Other Terms
shall be reduced to writing and signed by a duly authorized representative of both the successful bidder
and the other Municipality.
-9-
9111/2019 0:01 AM P• 12
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City of Crystal Lake
81d 1908-002
BID BOND (5%)
Each bid must be accompanied by a bid bond, certified check, or cashier's check of not less than five
percent (5%) of the total amount Bid, payable to the City of Crystal Lake. The Bid Bond guarantees that
the bidder will enter into a contract if selected as the lowest responsive and responsible bidder. If a
bidder does not accept the award, the bid bond is forfeited. The bid bond, certified check, or cashier's
check must comply with the provisions found in the Illinois Revised Statutes. Checks will be returned to
the unsuccessful bidders upon the award of a contract to the successful bidder. The bid bond, certified
check, or cashier's check submitted by the successful bidder will be returned upon the execution and
acceptance of the contract by the City.
Bids not accompanied by a bid security may be rejected at the City's discretion. If submitting a bid
electronically, the bid bond must be forwarded to the City prior to the bid opening date and time, As an
option, bid security may be satisfied by filing an Electronic Bid Bond. BldSync coordinates with Surety
2000 for the filing of Electronic Bid Bonds. Instructions for filing an Electronic Bid Bond are provided as
part of the electronic bid submittal.
9/11 /2019 6:01 AM p. 62
City of Crystal Lake
Bid 1909-002
Performance Bond
Performance bonds guarantee to the City that the vendor will perform its contractual obligations
in accordance with the plans and specifications. The awarded contractor, within ten (10) days of
the award of the contract by the City of Crystal Lake, will be required to submit to the City a
Performance or Surety Bond, the value of the bond being equal to the total contract price,
including any additional equipment and services hereto. The amount of the bond, the value of
the bond being equal to the total contract price, among other conditions, shall be conditioned for
the completion of the contract, for the payment of material used in the work and for all labor
performed in the work, whether by subcontractor or otherwise. The bond must comply with the
provisions found in the Illinois Revised Statutes. The cost of executing the bond, contract, and
other documents required including all notarial fees and expenses are to be paid by the
contractor to whom the contract is awarded. The surety on the bond shall be a company that is
licensed by the Illinois Department of Insurance authorizing it to execute surety bonds and the
company shall have a financial strength rating of at least A- as rated by A.M. Best Company, Inc.,
Moody's Investors Service, Standard & Poor's Corporation, or a similar rating agency,
Letter of Credit -required content: Any letter of credit (herein after LC) submitted as
performance security, as provided for in the Performance Security section of these Construction
Supplemental Additional Conditions, must be established with the following required content.
The LC must be irrevocable, made in favor of the City of Crystal Lake (City), and for the
account of the Bidder (Applicant). The aggregate amount of the LC must be at least 100%
of the awarded contract amount. The bank issuing the LC must be acceptable to the City
of Crystal Lake. The expiration date of the LC must extend at least one (1) year beyond
the anticipated completion date of the project, and will be extended at the expense of
the Bidder if need be, The LC must provide for partial drawings, Drawing(s) are to be
made when the City of Crystal Lake presents a letter to the issuing bank, signed by the
City Manager or the acting City Manager, referencing the LC number and stating the
amount of funds to be drawn against the LC and also containing the following declaration:
"I hereby certify that the applicant has not performed as required by the contract
established between the applicant and the City of Crystal Lake." Payment(s) against the
LC will be made by the issuing bank upon presentation of this letter.
9/11/2019 8:01 AM p. 63
Office of the Chief of Police
John R. Birk
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2200
Fax: (815) 363-2149
www.ci.mchenry.il.us
CONSENT AGENDA SUPPLEMENT
TO: Mayor and City Council
FROM: John R. Birk, Chief of Police
FOR: October 21 St, 2019, Regular City Council meeting
RE: Police Department Renovation Professional Services Agreement
ATT: FGM Architects Letter
Proposal for Architectural Services —FGM Architects
Conceptual Plans
AGENDA ITEM SUMMARY:
The purpose of this agenda item is ask for Council's consideration and approval in the execution
of a professional services agreement between the City and FGM Architects to develop full design
plans and construction documents for the Phase II police department renovation / remodel.
BACKGROUND:
In January of 2014 the City contracted with FGM Architects to conduct a full work space
analysis of the police department. The driving force behind this analysis was concern that the
department had outgrown its available work space. As a result of this professional analysis FGM
confirmed that the police department was undersized by over 12,000 square feet. This was no
surprise as the department had grown from 35 full-time employees in 1991 when the building
was built to 80 full-time employees in 2019.
As part of this work space analysis FGM provided conceptual plans of the police department
expansion. Within these plans was the expansion of the police department to the second floor of
the building, by relocating Police Administration and the Investigations Division. The overall
project was broken down into five phases; Dispatch / Police Administration, Investigation /
Sergeants / Patrol, Locker -rooms, Processing / Salleyport and Classroom. Funding was never
secured in 2014 and the project did not move forward.
In late 2015 the State of Illinois passed legislation that mandated the closing of 50% of the 911
centers in McHenry County by July lst, 2017. As a result of this mandate, the McHenry 911
center was selected to stay open and subsequently expanded to become the largest 911 center in
McHenry County. The selection of our dispatch center to remain open and expanded prompted
the allocation of funds and approval to move forward with phase I of the police department
expansion. FGM was selected to design the phase I expansion and manage the project. By July
of 2017 FGM completed the project and a new larger dispatch center was created and the Police
Administrative Division was relocated to the second floor of the building in new offices.
With the Police Administration and Dispatch Center renovation complete, the workspace issues
For the remaining divisions of the department have continued to present a growing issue. Over
the course of the last three years the police department has secured grant funds and police seizure
funds that will allow for the next phase of the renovation to take place without general fund
dollars.
ANALYSIS:
In September of 2019 staff worked with FGM to finalize conceptual plans of the phase II
renovation. Included in phase II is new office space for the Investigation Division on the second
Floor of the building, new office space for Sergeants in the old first floor Investigation Unit
space, remodeled patrol space and an expanded training room / meeting room.
Upon finalizing the conceptual plans with FGM staff met to define the scope of work for the
phase II project. In an effort to complete phase II in its entirety at a reduced cost, staff has
decided to take a non-traditional approach to the management of this project by sub -dividing
phase II and managing the project in-house with the assistance of the Community Development
Department. This method should significantly reduce overall costs by up to 30%.
Sub -categories of phase II are identified as follows:
1. Buildout of new Investigations Unit with furniture
2. Renovate old Investigation Unit into new Sergeants Office with furniture
3. Renovate existing Patrol Area to include squad room and report writing / equipment
room
4. Buildout of new classroom and meeting room.
The goal of this project is to competitively bid each individual element of all four sub -categories
so that work can be completed in a step process that is transparent and ensures that the cost will
not exceed the funds that are available. As staff moves forward with the project they will bring
back to Council each element of the build that requires competitive bidding so that Council can
approve individual contractor jobs. Although this process is more time consuming for staff, it is
anticipated that we will save significant money over the course of the project using this
approach.
With all of these factors in mind and leveraging the existing relationship that the police
department currently has with FGM Architects, staff has worked with FGM to design a modified
proposal for architectural services. The scope of this proposal is refined to only include design
and construction documents for the second floor Investigations Unit buildout, with an hourly rate
schedule attached for any additional services that may be needed later. By narrowing the scope
of architectural work and on -scene work that FGM is involved in we see additional savings that
can be applied to other parts of the project.
Based on FGM's previous workspace analysis and conceptual plans, extensive knowledge of our
building, past professional relationship with multiple design buildouts, past work product for the
City and their status as an industry leader in police department renovation / buildouts Staff is
confident in choosing FGM. The Professional Services Agreement (G802-2017) that the City
entered into during the phase I renovations has been amended for phase II and is attached to this
supplement. The city has continually put our trust in this firm and they have gone above and
beyond each step of each project and with a project as vital as this staff feels undoubtedly that
they are clearly the best partner for us.
RECOMMENDATION:
Therefore if City Council concurs, then Staff is seeking a motion to approve amended
professional services agreement G802-2017 in the amount of $32,800.00 for the design and
construction of the development of the Police Department Investigation Unit.
TM
.6.x 1A DocumentG802 2017
Amendment to the Professional Services Agreement
PROJECT: (name and address)
McHenry Police Station Phase 2
Second Floor Implementation
333 S. Green Street
McHenry, IL 60050
OWNER: (name and address)
City of McHenry
333 South Green Street
McHenry, IL 60050
AGREEMENT INFORMATION:
Date: April 4, 2016
AIA Document B 10 1 - 2007 Standard
Form of Agreement Between Owner
and Architect for McHenry Police
Deparnnent 911 and Administrative
Offce Renovation. FGM Project
Number 16-2188.01
ARCHITECT: (nnnre and address)
FGM Architects Inc.
12I I West 22na Street, Suite 700
Oak Brook, IL 60523
AMENDMENT INFORMATION:
Amendment Number: I
Date: October 10, 2019
The Owner and Architect amend the Agreement as follows:
Agreement is amended to include applicable contract terms for the proposal to implement Second Floor of Phase 2 Police
Station Renovation per FGM Architects Architectural Services proposal dated October 9, 2019 as attached to this amendment.
The Architect's compensation and schedule shall be adjusted as follows:
Compensation Adjustment:
The City of McHenry shall compensate FGM Architects for professional design services as described in the proposal and as
follows: Design and Construction Documents — Lump Sum Fee
Design Phases (Schematic and Design Development) $11,480000
Construction Document Phase $21,320900
Total — Design and Construction Documents $32,800.00 plus reinbursable expenses as described in the
proposal.
Schedule Adjustment:
All services will be complete 12 months after approval of amendment per the proposal.
SIGNATURES:
FGM Architects City of McHenry
ARCHITECT (Firm name) OWNER (Firnr name)
SIGNATURE
October 10, 2019
DATE
SIGNATURE
Andrew J. Jasek
Executive Vice President
PRINTED NAME AND TITLE
October 10, 2019
DATE
SIGNATURE
PRINTED NAME AND TITLE
DATE
AIA Document G802TM — 2017. Copyright©2000, 2007 and 2017 by The American Institute of Architects. All rights reserved. WARNING: This AIA
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Proposal for
Architectural Services
For
McHenry Police Station Phase 2 Second Floor Implementation
McHenry, Illinois
Submitted to:
CITY OF MCHENRY
333 S. Green Street
McHenry, Illinois 60050
By:
FGM ARCHITECTS INC.
121 1 West 22nd Street, Suite 700
Oak Brook, IL 60523
October 9, 2019
1.0 SCOPE OF PROJECT
The City of McHenry and the McHenry Police Department would like to proceed with
implementation of the Second Floor of Phase 2 of the Police Station Renovation based
off the proposed floor plan developed by FGM Architects dated September 5, 2019,
which is attached to this proposal.
The City will have staff implement some of the work and act as a Construction Manager
to hire and coordinate the construction to save costs. The City will also prepare the legal
bidding requirements and scope documents for sub -trades.
FGM will provide Design and Construction Document Services for the areas indicated by
"clouded line" on the proposed plans, which include the investigations areas on the
second floor.
Since the City is acting as the constructor, Bidding and Construction Administration
assistance will be provided on an hourly basis as requested by the City of McHenry.
2.0 SCOPE OF ARCHITECT'S SERVICES
FGM Architects Inc., hereinafter referred to as FGM or Architect, shall provide the
following Architectural Consulting Services for the Project:
2.1 Design and Construction Document Services
2.1.1 Schematic Design and Design Development Phases. (Note: Due to the project
size, these two phases have been blended together.)
.1 FGM shall prepare Schematic Design and Design Development Phase
Documents consisting of drawings and other documents to establish and
describe the size and character of the Scope of Work.
.2 Design Documents will include floor plans areas that will need to be
demolished to prepare for new work, floor plans showing the proposed
changes, functional areas and equipment locations. Interior building
elevations will be developed showing how the building will be modified.
.3 Finish materials will be per Phase I or as selected by the Owner.
4 FGM shall provide input regarding mechanical, electrical systems with the
Owner.
.5 Meetings with the Owner and Municipal Code Authority are included in this
phase as required. We have included one (1) meeting to attend municipal
board meeting, if required.
6 Services that are not included in our proposed include the following items:
a. Planning and Zoning Meetings
b. Environmental Site and Building Studies
c. Building Commissioning Services
d. Hazardous Material Remediation (soils, asbestos, lead, etc.)
Construction Document Phase
1 Upon approval of the Design Development Phase, FGM shall prepare
Construction Documents for the Project. The Construction Documents shall
consist of Contract Drawings required to secure a building permit for the
Project and proceed with the Bidding and Negotiation Phase for the Project.
Specifications will be noted on the drawings rather preparing a project
manual.
.2 Contract Documents prepared by FGM shall include architectural,
mechanical, electrical, and plumbing drawings and specifications.
3 We will also coordinate with Owner's IT staff and City vendors as required.
4 FGM shall assist Owner in filing the required documents for permit approval
from municipal authorities having jurisdiction over the project.
5 Meetings with the Owner and Municipal Code Authority are included in this
phase as required.
2.2 Project Implementation Services -The Owner has indicated that they wilt likely implement
the project utilizing their own staff to provide the work and coordinate work of sub-
contractors. Therefore, all work in this section will be provided on an hourly basis as
directed by the Owner.
2.2.1 Bidding and Negotiation Phase (Services provided at an hourly basis as directed
by Owner)
2.2.2 Contract Administration Services (Services provided at an hourly basis as directed
by Owner)
2.3 Consultants: FGM has included structural, mechanical, electrical, and plumbing
engineering in our scope of work.
3.0 ARCHITECT'S COMPENSATION
The City of McHenry shall compensate FGM Architects for professional Architectural
services rendered in connection with the Project under this Proposal as follows:
3.1 For all professional services in connection with Architectural and Engineering Design
Services as described in Paragraph 2.0 above, we propose the following fee:
Design and Construction Documents -Lump Sum Fee
Design Phases (Schematic and Design Development) $11,480.00
Construction Document Phase $21,320900
Total = Design and Construction Documents $32,800.00
3.2 Reimbursable Expenses
In addition to the compensation above, FGM shall be reimbursed for additional expenses
in connection with the Project, invoiced to the Owner at One Hundred Ten Percent (1.10)
times Architect's actual direct cost of same, for the below items. We recommend
establishing a Reimbursable Allowance of $500, which FGM shall not exceed without
prior written approval of the City. Reimbursable Allowance includes costs for items below.
3.2.1 Expense of postage and/or delivery.
3.2.2 Expenses of any consultants with Owner's prior approval.
3.2.3 Expense of Contract Document printing for permit submittal.
3.2.4 Any fees paid by FGM to authorities having jurisdiction over the project with
Owner's prior approval.
Local travel (travel less than 100 miles), phone, fax, and printing of review sets shall not
be charged as a Reimbursable Expense,
3.3 If specialty consultants are required, FGM shall be reimbursed for consultant expenses in
connection with the Project, invoiced to the Owner at One Hundred Ten Percent (1.10)
times Architect's actual direct cost of same.
3.4 Payments shall be made by the Owner to FGM upon receipt of FGM's invoice in
accordance with the Local Government Prompt Payment Act,
3.5 Non-payment of invoices shall constitute grounds for discontinuing service.
3.6 The terms of this Proposal are based upon services commencing within 30 days and all
services being completed within 12 months thereafter.
4.0 Form of Agreement
Upon review and approval of this proposal, FGM and the City of McHenry shall enter into
a Contract using AIA Form of Agreement or similar as mutually acceptable, for the
services outlined in this proposal.
We appreciate this opportunity to be of service to the City of McHenry for this Project.
Sincerely,
FGM ARCHITECTS INC.
Ray%nond K. Lee, AIA, LEED AP
Principal -in -Charge
Phone: 630,574,8711
Email: rayl@fgmarchitects.com
Andrew J. Jase IA
Executive Vice President
Phone: 630.574.8709
Email: andyj@fgmarchitects.com
Effective November I, 2018*
Where the fee arrangements are to be on an hourly basis, the rates shall be those that prevail at
the time services are rendered. Current rates are as follows:
FGM Architects
Principal (Board of Directors) $250000
Arch IV $195000
Arch III $150200
Arch II $120000
Arch I $90.00
Intern $65.00
Interior Designer IV $185.00
Interior Designer III $145.00
Interior Designer II $120000
Interior Designer I $85.00
Landscape Architect $160000
Project Administrator III $1 10.00
Project Administrator II $85.00
Project Administrator 1 $75.00
McCluskey Engineering Corporation (Structural Engineering)
Principal Engineer
Senior Engineer
Engineer
Drafting Supervisor
Draftsman
Clerical
W-T Mechanical /Electrical Engineering, LLC
President
Project Manager
Project Engineer
CAD Technician
Administrative
$160.00
$135.00
$1 13.00
$105.00
$90.00
$57.00
$175.00
$150.00
$135900
$100.00
$60.00
*Hourly rates are subject to adjustment on November 1 each year.
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MCHenrv&.
Bill Hobson, Director of Parks and Recreation
McHenry Recreation Center
3636 Municipal Drive
McHenry, Illinois 60050
Phone: (815) 363-2160
Fax: (815) 363-3119
www.ci.mchenry.il.us/parl<_recreation
CONSENT AGENDA SUPPLEMENT
DATE: October 21, 2019
TO: Mayor and City Council
FROM: Bill Hobson, Director of Parks and Recreation
RE: Installation of a pool liner for the Merkel Aquatic Center
ATTACHMENTS:
Proposal from RenoSys
AGENDA ITEM SUMMARY:
Included in the CIP budget for 2019/20 is the replacement of the pool liner at the Merkel Aquatic
Center. The attached proposal outlines the work to be performed.
BACKGROUND:
The Merkel Aquatic Center PVC pool liner was last replaced in 2001. With the average life span
of a commercial pool liner being 1245 years, staff had submitted a budgeted number for the
replacement of the this year. That number was included as part of the 2019/20 CIP budget that
was approved by City Council,
ANALYSIS:
The pool liner is long overdue and showing its age. The replacement was put off an additional
year as the Parks and Recreation Department presented a referendum to replace the entire
facility to the community last fall. Just this Summer staff documented the following items:
• 2 large patches have been used to repair the pool liner the last two summers
• The safety swim lines have deteriorated to the point they need to be repainted each
Spring
• Small rips and tears are visible in the liner near the ladders/stairs located around the deck
• Water can be seen visibly bubbling between the concrete wall and liner during summer
operations
• Severe water loss has been occurring the last summer resulting 1-2 inches of water loss
per night and increased chemical consumption.
Reno Systems is the leading distributor of commercial pool liners and a verified vendor of both
IPRA and NPRA. They installed the liner in 2001, and they have provided the Department the
lowest quote to replace the current liner. Two other vendors in the area that do commercial
liners were also contacted. Most local vendors specialize in residential pool replacement and lack
the resources to do a commercial pool the size of the Merkel Aquatic Center.
Maverick pools out of Lal<e Barrington was $126,000 more expensive that Reno Systems. Leading
pool consultant in the area, Aqua Pure, relayed to staff during this process that virtually all the
projects are outsources to Reno Systems. The president of Aqua Pure added that in his opinion
the City was getting the best price by working directly with Reno Systems.
A new pool liner will help lower our water/chemical consumption while helping ensure the
continued life span of the Merkel Aquatic Center,
RECOMMENDATION:
Therefore, if Council concurs, it is recommended that a motion is made to approve the proposal
from RenoSys Systems for the replacement of the pool liner at the Merkel Aquatic Center in
the amount of $72,865,
June 53 2019
McHenry, IL
RenoSys PVC Membrane Installation
Proposal
Install the liner in the existing pool employing the RenoSys PVC membrane system, including the
following components and services:
INSTALLATION OF THE RENOSYS PVC MEMBRANE
• Broom clean pool surface and void it of all loose debris.
• Coat interior of the pool with sanitizing agent. Apply RenoFelt adhesive required.
• Apply RenoFelt 11 (150 mil) to isolate membrane from the pool.
• Install the 60 mil RenoSys PVC membrane through hot air welding throughout.
• Termination to be at top of pool wall (below gutter).
• All penetrations will be terminated with compression flanges.
• Complete additional perimeter caulking, detail work, finish work to make a complete watertight
installation.
• Clean site suitable for pool filling and perform final inspection.
• Membrane and all welds shall carry a 10 year limited warranty.
• Other installation items shall carry a 1 year limited warranty. (e.g. caulk, fasteners at
compression fittings etc...)
Remove Existing Membrane........................................................................... $ 7,305.00
NewPVC Membrane........................................................................................ $48,100.00
Paint Gutter and Coping...... $179460.00
Price is valid for 30 days. Includes minimal surface preparation (8-10 man hoursl). Pool has lap area that is 40'-0" x 75'-0" with
depths from 3'-0" to 5'-6" and dive well is 40'-0" x 42'-2" with a depth of 12'-0". Dumpster is to be furnished by others at no
charge to RenoSys Corporation. All designs and data included and implied within the contents of these documents are proprietary
to ARS. ARS will not be held liable based upon inaccurate, unknown or limited information or conditions provided by the
purchaser/owner to create enclosed contents. All submitted drawings, details and data are subject to verification, accuracy and
approval by the purchaser/owner. No taxes (sales, use, local, county, state, B&O, privilege and/or other applicable taxes), bonds,
permits, prevailing or Davis -Bacon wages, or additional fees are included in this estimate.
I have read and understand the information contained on the reverse side of this contract, conditions, installation, and quotation and
agree to the terms within.
For A.R.S. Inc. For City of McHenry, IL
Steve Comstock/President
Visit US On tale Web at... WWW.renOSys.COm
RenoSys Corporation
2825 East 55th Place ® Indianapolis, IN 46220
Phone: 800.783.7005 317,251,0207
Fax: 317,251.0360 ® e-mail: "renosys@aol.com"
Agreement for Installation of a RenoSys PVC Membrane System
This contract, entered into between Aquatic Renovation Systems, Inc., and "Purchaser" is for the purpose of having ARS furnish and install the RenoSys PVC Membrane
System and for additional services or options, if any, as outlined on page #1 of the attached proposal. Pricing is to include the installation of the RenoSys PVC Membrane
System in accordance with the standard specifications and technical directives for a RenoSys PVC Membrane System.
This contract is subject to the following terms and conditions:
1)
The contract sum listed on page #1 covers only the products and services specifically mentioned therein. No modifications, additions, or deletions will be accepted
except by written request via re -submission of modifications to the contract scope and/or approved amount authorized by written changed order signed by both
parties.
2)
Every effort has been made to be as accurate and complete in the takeoff and listing of services as possible. Verification shall be the responsibility of the
purchaser during the submittal approval process.
3)
Payment terms for the contracted work will be paid as follows: Progress.
4)
All amounts past due shall be subject to a 1.5% service charge per month as to work or services that have been completed and accepted to date. Utilization of the pool
constitutes final completion and acceptance of the PVC Membrane System. Aquatic Renovation Systems will invoice for stored material, when applicable.
5)
Although every effort will be made to meet the delivery and installation requirements, ARS will not be held liable for any delays caused by transportation, strikes,
fires, Government entities, acts of God or under any circumstances such as force mgfeure. Please be advised that vagaries in weather can and will affect the
installation schedule. Any and all Liquidated or Consequential damages are not part of this contract and ARS shall not be financially penalized for any reason.
6)
Labor will be performed and invoiced by Aquatic Renovation Systems, Inc.
7)
Material will be furnished, shipped and invoiced by Poolequip LLC.
8)
Pricing is provided in US Dollars.
9)
Should the need for change orders arise from either party, no work will be performed prior to the execution of the change order by both parties. Further, the
payment terms of any change order will be fifty percent (50%) upon execution of the change order with the balance due upon completion of said change order;
unless other arrangements are agreed upon in writing by both parties.
10)
No sales, use, local, county, state, B&C, privilege and/or other applicable taxes are included in this proposal, and purchaser agrees to pay all taxes imposed upon
seller by state and/or federal regulation as it pertains to this contract. Taxes will be added and paid by purchaser unless a valid Sales Tax Exemption Form is
provided.
11)
If either party does not comply with the terms and conditions set forth herein, then in addition to all other remedies available to the other party at law or in equity,
the non -complying party shall be liable to the other party for its reasonable attorney fees, costs, and expenses incurred in enforcing the terms and conditions of this
agreement.
12)
This agreement and any amendments thereto shall be binding upon and inure to the benefit of the parties, their respective heirs, assigns, personal representatives
and/or successors in interest.
13)
The State Laws of the State of Indiana shall govern this Contract. Purchaser hereby agrees that the State of Indiana possesses exclusive jurisdiction to resolve
disputes arising under this Contract.
14)
ARS is not responsible for any consequential damages resulting from any hydrostatic "ground water' conditions or from a leaking recirculation system causing the
pool membrane to fail from such damage. When applicable; existing pool piping, perimeter gutters and hydrostatic ground water testing will be the complete
responsibility of the owner.
15)
ARS agrees to furnish a standard insurance Certificate listing Purchaser as an additional insured, indicating proof of workmen's compensation coverage, and
listing general liability protection limits of at least one million dollars ($1,000,000.00).
16)
RenoSys Corporation is not responsible for filling or draining of the swimming pool water; nor will RenoSys Corporation absorb such cost for any reason.
17)
Please be advised that in the event that the project is cancelled by the owner or owners' representative, 25% of the total contract amount will be assessed to the
purchaser.
Specifications and Contract Conditions for a RenoSvs_PVC Membrane Svstem Installed
Pdmary pool lining membrane shall be a flexible 60 mil single ply PVC material UV stabilized, and reinforced with internal polyester webbing. The material shall be
formulated using anti -fungal agents and manufactured specifically for use in the commercial pool environments. Clients purchasing RenoSys materials are solely responsible
for determining the suitability and compatibility of the RenoSys products for their application. RenoSys will not be responsible for materials reaction to water, sub -straights or
pool chemicals.
Geo-textile fabric underlayment of 100 % polyester approximately 150 mils thick to isolate and separate
the RenoSys PVC
Membrane from the pool wall and floor.
Depending
on field conditions the use of a factory applied of equivalent quality Felt -back membrane product will be
utilized.
Provide as required
PVC coated RenoSys Steel to make for a satisfactory installation. Sanitizing agents to
be applied as required onto the pool sub -straight to
discourage
microbial growth under the membrane system. Adhesives as required to attach the Geotextile fabric to the
pool and the membrane to the Geotextile. Flanges
of 1/4"Hard
White PVC, custom
fabricated for use at all membrane penetrations where required.
The PVC membrane liner and liner installation shall be warranted against leakage for a period of ten years. Deck caulking, concrete work, and any other work shall be
warranted for a period of not less than one (1) year or the manufacturers' warranty period, whichever is greater. Pool equipment shall carry the manufacturer's warranty. We
propose to provide and install the above system including: sanitizing, adhesives, RenoFelt, RenoSys 60 mil reinforced membrane, all compression flanges, hardware
installation, and incidental equipment to make for a satisfactory installation. This quote also includes: general site clean up and training of the owner's representative in
epair patch techniques.
ARS shall maintain
the right
to salvage any fittings, PVC membrane or equipment replaced
in the course of executing this installation contract. Standard material overages
are supplied for the
efficient
execution of the project. Any excess material shall remain the
property of ARS.
This proposal is based upon an assumption that
the pool is
of sound substrate suitable for
mechanically fastening standard 1/4"
to 3/16"sleeve anchors and other drive type
fasteners to secure the membrane system at the
perimeter
and around pool penetrations.
Hidden or unforeseen site conditions
are to be repaired, if possible, at additional
cost to the owner. ARS will execute the change
orders prior to commencing work.
By entering into this contract,
ARS assumes no responsibility for the correctness of the
swimming pools depth in any area of the
existing pool. The existing depth of the pool,
diving hopper and any modifications required due to any misinformation
in their regard
are the responsibility of the purchaser. It
shall remain the owner's responsibility to
assure that all depths, safety
features, and markings in the pool comply
with applicable
local and State pool codes.
2of3
�lisit us on the web at... "www.renosys.com"
RenoSys Corporation
2825 East 55th Place a Indianapolis, IN 46220
Phone: 800.783.7005 ® 317,251,0207
Fax: 317.251,0360 • e-mail: "renosys@aol.com"
In no event will RenoSys Corporation or ARS be held liable for anI consequential or other damages whatsoever unless agreed upon in writing. There will be no warranties,
or guarantees expressed or implied, given by ARS or it's agents except those provided herein. There will be no warranties, written or implied, for repairing any existing
stainless steel gutter systems.
Unless other arrangements are made in advance and stipulated as part of this contract; others are responsible for removing, storing and re -installation of all obstructions that
would hinder our work. These items include, but are not limited to: bulkheads, ladders, climbing walls, handrails, water features, equipment, furnishings, pool covers, etc...
The use of the pool by the owner, or those authorized to use the pool by the owner, shall constitute final completion and acceptance of the project by the owner. Issues that
may arise with the pool subsequent to final completion shall be addressed in accordance with the terms and conditions of the warranty set forth herein. The parties
specifically agree that any warranty issue, or a possible controlled leak, such as through a weep hole, shall not be reason for delayed payment of the amounts due under the
terms and conditions of the contract.
RenoSys Installation Statement Letter
This statement letter is part of an ARS Quotation for RenoSys pool systems installation and, as such, must be initialed and returned with the executed contract, as well as
any required down payments. This is to ascertain your understanding of the scope of work, our quote, and your responsibilities in the successful execution of your project. It
is our intention to have your project go smoothly and be completed on schedule and within the budgeted amount. Your informing us of any potential complications before
construction begins can save time and money. We sincerely want your project to be a model of success on which we all will look back with pride. Your assistance in
accommodating our following needs will help us to better serve you.
Unless otherwise specifically noted in our quotation, ARS is expecting the following services and amenities to be freely available to our crews:
1.) Restroom facilities.
2.) Water with at least 40lbs. of pressure within 50 feet of pools.
3.) 110 electric service & 230V, 60-amp service (when applicable for metal welding) within 50 feet of pools.
4.) Clear and reasonable access to the pool.
5.) Pools & pool decks are to be drained and/or generally clean upon arrival of our crew.
6.) It is expected that our crews will have the opportunity to work, at no additional cost to ARS, between the hours of Sam to 8pm seven (7) days a week; as we deem
necessary.
7.) Provide parking for our vehicles at no charge to Aquatic Renovation Systems, Inc.
Photos and/or videos may be taken of your project for our own quality internal communication, advertising and marketing purposes. It is to be understood that AIRS will be
using such photos and videos for general marketing purposes.
Crews are under instructions to accept no direction from anyone onsite unless it is agreed upon prior to work commencement. Please refrain from initiating changes or
modifications, or "improvements" with field crewmembers. Owners shall appoint no more then two individuals who will act as the "OWNERS REPRESENTATIVE" to answer
questions that may arise, be easily available, and address all pertinent aspects of the project.
Regarding surface preparation; the RenoSys membrane is a reflective material, and any depressions, pits, cracks, or voids may show through the surface. This is not
necessarily bad as most such imperfections are only visible when the pool is empty.
Unless otherwise noted this quotation does not cover: special conditions, state, local or use taxes, Union affiliates, Davis -Bacon Wages, or differing site conditions from those
detailed.
3of3
Visit txs on the web at... "www.Y•enosy�.com"
RenoSys Corporation
2825 East 55th Place a Indianapolis, IN 46220
Phone: 800,783,7005 6 317,251,0207
Fax: 317.251.0360 ® e-mail: Itrenosys renosys@aol.com
City of McHenry Council
Meeting Minutes
10.7.19
1
Minutes
REGULAR CITY COUNCIL MEETING
City Council Chambers, 333 S Green Street
Monday, October 7, 2019
Call to Order:
The City Council of the City of McHenry, Illinois, met in regular session on Monday, October
7, 2019, at 7:00 p.m. in the McHenry City Council Chambers, 333 S. Green Street, McHenry,
IL.
Roll Call: Mayor Jett called the roll call.
Members present: Alderman Santi, Alderman Glab, Alderman Schaefer, Alderman Mihevc,
Alderman Devine, Alderwoman Miller, Alderwoman Bahne and Mayor Jett. Others present:
Attorney McArdle, Administrator Morefield, Interim Director of Public Works Strange, Director
of Community Development Polerecky, Finance Director Lynch, Director of Parks and
Recreation Hobson, Director of Economic Development Martin, and Chief of Police Birk, and
City Clerk Ramel.
Pledge of Allegiance: Mayor Jett led those present in the Pledge of Allegiance.
Public Comments: None
Consent Agenda: Motion to approve the following Consent Agenda Items:
A. Intergovernmental Agreement between the McHenry County Conservation District and
the City of McHenry for bike path connections located in the Patriot Estates/Prairie Lake
Subdivision;
B. September 16, 2019, City Council Meeting Minutes;
C. September 30, 2019, City Council Special Meeting Minutes;
D. Parks & Recreation Facilities & Special Use Permit Requests;
E. Issuance of Checks in the amount of $379,265.98.
A motion was made by Alderman Santi and seconded by Alderman Mihevc to approve
Consent Agenda items as presented. Roll Call: Vote: 7-ayes: Alderman Santi, Alderman
Schaefer, Alderman Glab, Alderwoman Baehne, Alderman Mihevc, Alderman Devine,
Alderwoman Miller. 0-nays, 0-abstained. Motion carried.
Individual Action Item Agenda:
A. Motion to approve or deny a Class B Liquor License to Don’s Subs at 323 Front Street,
McHenry; and, if approved, the adoption of an ordinance increasing the number of Class
B Liquor Licenses from 17 to 18.
Administrator Moorfield explained the specifics of the licenses, he also explained the
differences of the Individual Action Items as well, it was brought to Council’s attention that the
Individual Action Items can be separate considerations for the Council to vote on if needed.
Discussion from Council began and Mr. Kerns, the owner of Don’s Subs was asked questions
from Alderman Santi. It was made know by that Mr. Kerns would still continue to open his
City of McHenry Council
Meeting Minutes
10.7.19
2
business even if he did not get liquor license or gaming licenses. Other discussion continued
as Alderwoman Baehne asked how the seating would be and what kind of tables they would
provide. Alderman Glab asked the owner if he had much experience in the restaurant field,
applicant did have a bar in FL. Alderman Schaefer asked to confirm some incomplete answers
on the applications such as what type of establishment should have been checked on the
application, it was confirmed by the applicant that restaurant should have been selected. Also,
on page 3 confirming that will they not sell to underage or intoxicated persons at the
establishment, which was missed on the application as well, this too was confirmed by the
applicant as an important guideline that they would most certainly follow.
A motion was made by Alderman Schaefer and seconded by Alderwoman Miller to
approve individual agenda items as presented. Roll Call: Vote: 6-ayes: Alderman Santi,
Alderman Schaefer, Alderman Glab, Alderwoman Baehne, Alderman Mihevc, Alderman
Devine, Alderwoman Miller. 1-nays, 0-abstained. Motion carried.
B. Motion to approve or deny a Video Gaming License to Don’s Subs at 323 Front Street,
McHenry, contingent on the action taken on Agenda Item A.
Council talked about their opinion of gaming and also that the applicant could come back after
one year of the business being open to get approval later on for the gaming. The Council
expressed that there were concerns that the business could become less of a restaurant and
more for the gaming. Council would like to be more specific regarding gaming establishments
in the city of McHenry at this time, there are many gaming facilities present in the town.
A motion was made by Alderman Santi and seconded by Alderwoman Miller to approve
Individual Agenda items as presented. Roll Call: Vote: 2-ayes: Alderman Santi, Alderman
Schaefer, Alderman Glab, Alderwoman Baehne, Alderman Mihevc, Alderman Devine,
Alderwoman Miller. 5-nays, 0-abstained. Motion denied.
C. Motion to approve the following pertaining to the Public Use of Cannabis:
a. An Ordinance amending Chapter 23: Taxation of the City of McHenry Municipal
Code Municipal Cannabis Retailers’ Occupation Tax;
b. An Ordinance amending Chapter 14: Drug Paraphernalia; Possession of
Cannabis; and,
c. An Ordinance approving text amendments to the Zoning Ordinance to Article III:
General District Regulations, Article V: Commercial Districts, Article VI: Office,
Industrial, Business Park, Agricultural and Mining Overlay and Health Care
Districts, Article VII: Off-Street Parking and Loading, and Article XIX: Definitions
Pertaining to Adult Use Cannabis.
City of McHenry Council
Meeting Minutes
10.7.19
3
Director of Parks and Recreation Hobson, briefed the Council on the regulations of recreational
Cannabis such as the zoning and restrictions. There was questions asked by several
aldermen/alderwomen to help Council understand the clarification of the restrictions. Council
also asked for clarification on crafting of cannabis. The 13 schools in the area restricts the area
where the dispensaries could be located according to the 1,000 foot distance that Council
wanted the dispensaries locate. Chief Birk went over the amount of dispensaries in Illinois as
well to answer some more questions about the totals allowed within the state of Illinois. The
Council did not want to see more than two dispensaries. Discussion on this topic continued for
a while.
A moti on was made by Alderman Santi and seconded by Alderwoman Baehne to
approve individual agenda items as presented. Roll Call: Vote: 6-ayes: Alderman Santi,
Alderman Schaefer, Alderman Glab, Alderwoman Baehne, Alderman Mihevc, Alderman
Devine, Alderwoman Miller. 1-nays, 0-abstained. Motion carried.
D. Motion to approve the following pertaining to the Issuance of Certain Additional Tobacco
Licenses (Vaping):
a. An Ordinance terminating a Temporary Moratorium on the Issuance of Certain
Additional Tobacco Licenses:
b. An Ordinance amending Chapter 14: Offenses – Miscellaneous of the McHenry
Municipal Code;
c. An Ordinance approving text amendments to Article III: General District
Regulations, Article V: Commercial Districts, and Article XIX: Definitions of the
McHenry Zoning Ordinance regarding Vaping Establishments; and,
Director of Parks and Recreation Hobson explained the ordinances listed above, there were
no further questions asked by the Council at that time.
A moti on was made by Alderman Schaefer and seconded by Alderwoman Miller to
approve Individual Agenda items as presented. Roll Call: Vote: 7-ayes: Alderman Santi,
Alderman Schaefer, Alderman Glab, Alderwoman Baehne, Alderman Mihevc, Alderman
Devine, Alderwoman Miller. 0-nays, 0-abstained. Motion carried.
Discussion Items: None
Mayor Jett asked if anyone in the audience had any further requests to speak before the
Council before it adjourned to closed session. There were no further comments or discussions.
City of McHenry Council
Meeting Minutes
10.7.19
4
Executive Session:
A motion was made by Alderman Santi and second by Alderwoman Miller to adjourn to
executive session at 8:01 p.m. for the setting of a price for sale or lease of property owned
by the public body (5 ILCS 120/2(c)(5).).
A motion was made by Alderman Santi and second by Alderwoman Schaefer to return
to open session at 8:35 p.m.: Roll Call: Vote: 7-ayes: Alderman Santi, Alderman Schaefer,
Alderman Glab, Alderwoman Baehne, Alderman Mihevc, Alderman Devine, Alderwoman
Miller. 0-nays, 0-abstained. Motion carried
Staff Reports: None
Mayor’s Report: None
City Council Comments: None
Adjourn:
A motion was made Alderman Santi and seconded by Alderwoman Baehne to adjourn
the meeting at 8:45 p.m. Roll Call: Vote: 7-ayes: Alderman Santi, Alderman Schaefer,
Alderman Glab, Alderwoman Baehne, Alderman Mihevc, Alderman Devine, Alderwoman
Miller. 0-nays, 0-abstained. Motion carried
X
Mayor Wayne Jett
X
City Clerk Trisha Ramel
McHenry, IL
Vendor Name
Payable Number
Vendor: AALTO, BRIAN
AALTO, BRIAN
INV0008926
Vendor: BAKER & SON CO, PETER
BAKER & SON CO, PETER
27152
Vendor: BAUMANN, JESSICA
BAUMANN, JESSICA
19F015429
Vendor: BAXTER & WOODMAN
BAXTER & WOODMAN
0208626
BAXTER & WOODMAN
208626
BAXTER & WOODMAN
208626
Vendor: CENTURY SPRINGS
CENTURY SPRINGS
034419 9/30/19
Vendor: CHASE, BILL
CHASE, BILL
250692
Vendor: CLEAN SWEEP
CLEAN SWEEP
PS293558
Vendor: CLESEN, NICHOLAS
CLESEN, NICHOLAS
INV0008927
Vendor: CONDUENT HR CONSULTING LLC
CONDUENT HR CONSULTING
2432042
Vendor: CONSTELLATION NEWENERGY
INC
CONSTELLATION NEWENERGY
INV0008944
Vendor: CUMMINGS, JOHN
CUMMINGS, JOHN
INV0008928
Vendor: CURRAN CONTRACTING COMPANY
CURRAN CONTRACTING
17564
Vendor: DIRECT ENERGY BUSINESS
DIRECT ENERGY BUSINESS
INV0008943
DIRECT ENERGY BUSINESS
INV0008943
Vendor: FGM ARCHITECTS
FGM ARCHITECTS 19-2740.01-2
Vendor: FOERSTER, JEFFERY S
FOERSTER, JEFFERY S INV0008929
Expense Approval Register
List of Bills Council Meeting 10-21-19
Post Date
Description (Item)
Account Number
10/21/2019
MEAL REIMB
100-22-5420
Vendor AALTO, BRIAN Total:
10/21/2019
HMA BINDER, SFC
100-33-6110
Vendor BAKER & SON CO, PETER Total:
10/15/2019
PARTIAL REF VEHICLE
100-22-3537
Vendor BAUMANN, JESSICA Total:
1 V21/2019
WATER CAPACITY DEV FEE
100-03-5110
10/21/2019
WW CAP DEV FEE STUDY
510-31-5110
1 V2112019
WW CAP DEV FEE STUDY
510-32-5110
Vendor BAXTER & WOODMAN Total:
10V2112019
LAB WATER
510-32-6110
Vendor CENTURY SPRINGS Total:
10/21/2019
FORFEIT FEE REFUND
100-41-3637
Vendor CHASE, BILL Total:
10/21/2019
STREETSWEEPING
100-33-5110
Vendor CLEAN SWEEP Total:
10/21/2019
TRAINING - MEAL REIMB
100-22-5420
Vendor CLESEN, NICHOLAS Total:
10/21/2019
AUG 2019 SVS FEES
600-00-6960
Vendor CONDUENT HR CONSULTING LLC Total:
10/21/2019
UTIL
100-33-5520
Vendor CONSTELLATION NEWENERGY INC Total:
10/21/2019
WATER REIMB
100-00-3410
Vendor CUMMINGS, JOHN Total:
10/21/2019
SURFACE, CAPPING AGG
100-33-6110
Vendor CURRAN CONTRACTING COMPANY Total:
10/21/2019
UTIL
510-31-5510
10/21/2019
UTIL
510-32-5510
Vendor DIRECT ENERGY BUSINESS Total:
10/21/2019
MCHENRY PD PHASE 2
100-22-8300
Vendor FGM ARCHITECTS Total:
10/21/2019
PENSION LUNCH -
760-00-5110
Vendor FOERSTER, JEFFERY S Total:
Amount
24.00
24.00
21372,08
2,372.08
400.00
400.00
3,491.94
11745,97
1,745.98
6,983.89
38.00
38.00
50.00
50.00
17,710.00
17,710.00
64.00
64.00
83.25
83.25
24,609.80
24,609.80
12.91
12.91
71459,67
7,459.67
6,296.60
12,035.67
18,332.27
11040,00
1,040.00
42.43
42.43
10/16/2019 1:47:50 PM
Expense Approval Register
Vendor Name Payable Number Post Date
Vendor: FOX VALLEY FIRE & SAFETY
FOX VALLEY FIRE & SAFETY IN300208 10/21/2019
Vendor: FRIEDLE, JEFF
FRIEDLE, JEFF INV0008930 10/21/2019
Vendor: GLICK IV, HENRY W
GLICK IV, HENRY W 9/28-10/11/19 10/21/2019
Vendor: HOUCEK, LYNN
HOUCEK, LYNN 250420 10/21/2019
Vendor: HRGREEN
HRGREEN 129385 10/21/2019
Vendor: LECHNER, TIM
LECHNER, TIM INV0008932 10/21/2019
LECHNER, TIM INV0008933 10/21/2019
Vendor: MARSH USA INC
MARSH USA INC 376330525989 10/21/2019
Vendor: MARTIN, DOUG
MARTIN, DOUG INV0008934 10/21/2019
Vendor: MCHENRY
COUNTY
DIV OF TRANSPORTATION
MCHENRY COUNTY
DIV OF
2-50
10/21/2019
Vendor: MCHENRY COUNTY RECORDER OF DEEDS
MCHENRY
COUNTY
RECORDER
SEPT
2019
10/21/2019
MCHENRY
COUNTY
RECORDER
SEPT
2019
10/21/2019
MCHENRY
COUNTY
RECORDER
SEPT
REC FEES
10/21/2019
MCHENRY
COUNTY
RECORDER
SEPT
REC FEES
10/21/2019
Vendor: MCKAY, BRIAN
MCKAY, BRIAN 250693 10/21/2019
Vendor: NAPAAUTO PARTS
MPEC
NAPAAUTO
PARTS
MPEC
13709/30/19
10/21/2019
NAPA
AUTO
PARTS
MPEC
1370 9/30/19
10/21/2019
NAPA
AUTO
PARTS
MPEC
1370 9/30/19
10/21/2019
NAPA
AUTO
PARTS
MPEC
1370 9/30/19
10/21/2019
NAPA
AUTO
PARTS
MPEC
1370 9/30/19
10/21/2019
NAPA
AUTO
PARTS
MPEC
9/30/19 1370
10/21/2019
NAPA
AUTO
PARTS
MPEC
9/30/19 1370
10/21/2019
NAPA
AUTO
PARTS
MPEC
9/30/19 1370
10/21/2019
Vendor: NORTHWESTERN MEDICINE OCC HEALTH
NORTHWESTERN MEDICINE 400617 10/21/2019
Vendor: NOYES, CHRISTINA
NOYES, CHRISTINA INV0008935 10/21/2019
Packet:
APPKT01632-10-2149 AP CKS
Description
(Item)
Account Number
Amount
DCCOBBS/MCHENRY THEATER 225-00-5110
Vendor FOX VALLEY FIRE & SAFETY Total
IPSI MEAL REIMB
UMP 3 GAMES 9/28-10/11/19
OVERPYMT REFUND
GEN CONSULT
LIC RENEWAL
CLOTHING ALLOW REIMB
TRAVEL EXP REIMB
100-45-5430
Vendor FRIEDLE, JEFF Total:
100-47-5110
Vendor GLICK IV, HENRY W Total
400-40-3645
Vendor HOUCEK, LYNN Total:
100-06-5110
Vendor HRGREEN Total:
510-35-5430
510 35-4510
Vendor LECHNER, TIM Total:
100-01-6940
Vendor MARSH USA INC Total:
100-06-5420
Vendor MARTIN, DOUG Total:
MC RIDE MUNIC SHARE OCT- 100-01-5110
Vendor MCHENRY COUNTY DIV OF TRANSPORTATION Total:
SEPT
2019
REC
FEES
100-01-6940
SEPT
2019
REC
FEES
740-00-6960
SEPT
2019
REC
FEES
510-31-6940
SEPT
2019
REC
FEES
510-32-6940
Vendor MCHENRY COUNTY RECORDER OF DEEDS Total:
420.00
420.00
41.31
41.31
75.00
75.00
91.67
91.67
90.00
90.00
66.46
51.69
20.00
38.97
38.97
8,435.00
8,435.00
35.00
137.00
122.00
122.00
416.00
2ND PLACE, WED NT
100-41-3637
25.00
Vendor MCKAY, BRIAN Total:
25.00
PARTS
100-03-5370
123.67
PARTS
100-22-5370
31668,30
PARTS
100-33-5370
11089,76
PARTS
100-45-5370
306.89
PARTS
100-45-6110
35.46
PARTS
510-31-5370
25.24
PARTS
510-32-5370
157.00
PARTS
510-35-5370
269.72
Vendor NAPA AUTO PARTS MPEC Total:
51676.04
P CLEMENTS, M LEWIS
100-05-5110
99.00
Vendor NORTHWESTERN MEDICINE OCC HEALTH Total:
99.00
TUITION REIMB 100-22-5440 21094.00
Vendor NOYES, CHRISTINA Total: 2,094.00
10/1G/2019 1;47:50 PM
Expense Approval Register
Vendor Name
Payable Number
Vendor: ONOPA, JOHN
ONOPA, JOHN
250694
Vendor: POLIDORI, PATRICK
POLIDORI, PATRICK
INV0008936
Vendor: RED WING SHOES
RED WING SHOES
19-09-015
Vendor: SASAK, TODD
SASAK,TODD
INV0008937
Vendor: SCHMITT, MATTHEW
SCHMI-M MATTHEW
INV0008938
Vendor: SUPER AGGREGATES
SUPERAGGREGATES
INV0008939
Vendor: WILLIAMS, DEANNA
WILLIAMS, DEANNA
INV0008940
Vendor: WIRCH, STEVE
WIRCH,STEVE
INV0008941
Vendor: WOLF DOROTHY
WOLF DOROTHY
INV0008942
Vendor: WORKPLACE SOLUTIONS
WORKPLACE SOLUTIONS
INV18137
Packet: APPKT01632-10-21-19 AP CKS
Post Date Description (Item) Account Number Amount
10/21/2019
FORFEIT FEE REF
100-41-3637
25.00
Vendor ONOPA, JOHN
Total:
25.00
10/21/2019
TRAVEL FUEL PURCHASE
100-22-5420
44,70
Vendor POLIDORI, PATRICK
Total:
4430
10/21/2019
TEMP SIGN REFUND
100-00-3410
30,00
Vendor RED WING SHOES
Total:
30.00
10/21/2019
CDL RENEWAL
510-35-5430
65.00
Vendor SASAK, TODD
Total:
65.00
10/21/2019
MEAL REIMB
100-22-5420
8.00
Vendor SCHMITT, MATTHEW
Total:
8600
10/21/2019
MAT
100-33-6110
11200,00
Vendor SUPER AGGREGATES
Total:
1/200000
10/21/2019
ARC SAFETY TRAINING REIMB 100-47-5110
25,00
Vendor WILLIAMS, DEANNA
Total:
25.00
10/21/2019
CLOTHING ALLOW REIMB
510-35-4510
127.45
Vendor WIRCH, STEVE
Total:
127445
10/21/2019
MILEAGE REIMB
100-06-5420
40.50
Vendor WOLF DOROTHY
Total:
40m50
10/21/2019
EAP SVS OCTOBER 2019
100-01-5110
450,42
Vendor WORKPLACE SOLUTIONS
Total:
450a42
Grand
Total:
98,878.51
10/16/Z019 1:47:50 PM
Expense Approval Register
Packet: APPKT01632 - 10-21-19 AP CKS
Fund Summary
Fund
100-GENERAL FUND
225-ALARM BOARD FUND
400 - RECREATION CENTER FUND
510 - WATER/SEWER FUND
600 - EMPLOYEE INSURANCE FUND
740 -RETAINED PERSONNEL ESCROW
760- POLICE PENSION FUND
Grand Total:
Expense Amount
75,235.38
420.00
91.67
22,868.78
83.25
137.00
42.43
98,878.51
McHenry, IL
Expense Approval Register
#2 List of Bills Council Meeting 10-2149
Vendor Name Payable Number
Post Date
Description (Item) Account Number
Amount
Vendor: AIRGAS SAFETY INC
AIRGAS SAFETY INC 9093709204
10/21/2019
125 pound Nitrogen Tank- 510-32-5375
48,51
Vendor AIRGAS SAFETY INC Total:
48.51
Vendor: APCO INTERNATIONAL INC
APCO INTERNATIONAL INC 627022
10/21/2019
CTO RE -CERTIFICATIONS 100-23-5430
60,00
APCO INTERNATIONAL INC 63705
10/21/2019
CTO RE -CERTIFICATION 100-23-5430
30,00
Vendor APCO INTERNATIONAL INC Total:
90000
Vendor: ARAMARK
ARAMARK 21821354
10/21/2019
Order#91271607 510-31-4510
49,45
ARAMARK 21830221
10/21/2019
Order#91271607 510-31-4510
12,49
Vendor ARAMARK Total:
61.94
Vendor: ARIES INDUSTRIES INC
ARIES INDUSTRIES INC 391515
10/21/2019
Parts for the camera reel 510-35-6110
72.51
Vendor ARIES INDUSTRIES INC Total:
7151
Vendor: AUTO TECH CENTERS INC
AUTO TECH CENTERS INC 298606
10/21/2019
432 100-33-5370
690,72
Vendor AUTO TECH CENTERS INCTotal:
69032
Vendor: BARRINGTON PARK DISTRICT
BARRINGTON PARK DISTRICT 32019
10/21/2019
Trip -Apple Holler 100-46-5110
629,10
Vendor BARRINGTON PARK DISTRICT Total:
629.10
Vendor: BAXTER & WOODMAN
BAXTER & WOODMAN 0208625
10/21/2019
Sanitary structures 0208625 510-35-5110
3,061.25
Vendor BAXTER & WOODMAN Total:
3,061.25
Vendor: BERKHEIMER CO INC, G W
BERKHEIMER CO INC, G W 529560
10/21/2019
WATER HEATER 100-03-6110
64754
Vendor BERKHEIMER CO INC, G W Total:
647.54
Vendor: BIG R STORE
BIG RSTORE 115029/30/19
10/21/2019
RlverwalkSupplies 100-45-6110
31,92
Vendor BIG R STORE Total:
3132
Vendor: BUSS FORD SALES
BUSS FORD SALES 5035641
10/21/2019
pan and gasket 220 100-03-5370
44,28
BUSS FORD SALES 6058959
10/21/2019
def reprogram 433 100-33-5370
132,12
BUSS FORD SALES 6059400
10/21/2019
water pump 313 100-22-5370
11810,74
BUSS FORD SALES 6059744
10/21/2019
trans 901 100-33-5370
41524,21
Vendor BUSS FORD SALES Total:
6,511.35
Vendor: CABAY & COMPANY INC
CABAY & COMPANY INC 61681
10/21/2019
shop rags 100-33-6115
254,00
Vendor CABAY & COMPANY INC Total:
254.00
Vendor: CARDIAC SCIENCE CORPORATION
CARDIAC SCIENCE 7370919
10/21/2019
AED Battery for Lakeland Park 100-46-6110
442,14
Vendor CARDIAC SCIENCE CORPORATION Total:
44114
Vendor: CDW GOVERNMENT INC
CDW GOVERNMENT INC TXF2874
10/21/2019
ADO ACROBAT 620-00-5110
107.37
Vendor CDW GOVERNMENT INC Total:
107.37
Vendor: CE SOLING & ASSOCIATES, LLC
CE SOLING & ASSOCIATES, LLC 1121
10/21/2019
Dryer Feed Pump -Lobe Set 510-32-5375
867.06
Vendor CE SOLING & ASSOCIATES, LLC Total:
867.06
10/16/2019 1:35:11 PM
Expense Approval Register
Packet: APPKT01635-10-2149
RECT INVOICE
Vendor Name
Payable Number
Post Date
Description (Item)
Account Number
Amount
Vendor: CENTURY SPRINGS
CENTURY SPRINGS
2314960
10/21/2019
WATER
100-03-5120
59.98
Vendor CENTURY SPRINGS Total:
59.98
Vendor: CINTAS
CINTAS
5014882965
10/21/2019
Shop Supplies
100-45-5110
65.81
CINTAS
5014882966
10/21/2019
first aid supplies
400-00-6130
83.83
Vendor CINTAS Total:
149.64
Vendor: CRESCENT ELECTRIC SUPPLY CO
CRESCENT ELECTRIC SUPPLY CO
5507078825.001
10/21/2019
Exit light batteries
510-35-6110
48.49
CRESCENT ELECTRIC SUPPLY CO
5507080833.001
10/21/2019
Exist light batteries
510-35-6110
48.49
Vendor CRESCENT ELECTRIC SUPPLY CO Total:
96.98
Vendor: CURRAN CONTRACTING COMPANY
CURRAN CONTRACTING
17629
10/21/2019
45124 N70 surface. vendor
100-33-6110
70.31
CURRAN CONTRACTING
17629A
10/21/2019
43584 N50 binder. vendor
100-33-6110
443.59
Vendor CURRAN
CONTRACTING COMPANYTotal:
513.90
Vendor: DIRECT FITNESS SOLUTIONS
DIRECT FITNESS SOLUTIONS
0548417-IN
10/21/2019
replacement seats for weight
400-40-5375
279.26
Vendor DIRECT
FITNESS SOLUTIONS Total:
279.26
Vendor: DOCUMENT IMAGING
SERVICES, LLC
DOCUMENT IMAGING
1563
10/21/2019
HP U TONER
620-00-6210
69.00
Vendor DOCUMENT IMAGING SERVICES, LLC Total:
69.00
Vendor: DREISILKER ELECTRIC MOTORS INC
DREISILKER ELECTRIC MOTORS
1134623
10/21/2019
Diamond Lift -Motor Repair
510-32-5380
545.25
Vendor DREISILKER ELECTRIC MOTORS INC Total:
545.25
Vendor: ED'S AUTOMOTIVE/JIM'S MUFFLER SHOP
ED'S AUTOMOTIVE/JIM'S
2186 9/30/19
10/21/2019
inspection 406
100-33-5370
30.00
Vendor ED'S AUTOMOTIVE/JIM'S MUFFLER SHOP Total:
30.00
Vendor: FAST EDDIES CAR WASH
FAST EDDIES CAR WASH
21685812606
10/21/2019
Van Detail
100-41-5330
265.95
FAST EDDIES CAR WASH
8/16/19
10/21/2019
SQUAD CAR WASHES
100-22-5370
28.90
Vendor FAST EDDIES CAR WASH Total:
294.85
Vendor: FASTENAL
FASTENAL
ILWOD163770
10/21/2019
Blue Marking Paint
510-31-6110
61.85
Vendor FASTENAL Total:
61.85
Vendor: FOXCROFT MEADOWS
INC
FOXCROFT MEADOWS INC
55589
10/21/2019
Landscape Supplies
100-45-6110
598.00
FOXCROFT MEADOWS INC
55699
10/21/2019
Landscape Supplies
100-45-6110
279.20
FOXCROFT MEADOWS INC
55895
10/21/2019
Seed & blanket #123806
510-35-6110
313.00
Vendor FOXCROFT MEADOWS INC Total:
1,190.20
Vendor: FUN EXPRESS LLC
FUN EXPRESS LLC
698580999-01
10/21/2019
Halloween Party Supplies
100-47-6110
106.64
Vendor FUN EXPRESS LLC Total:
106.64
Vendor: GALLS LLC
GALLS LLC
013809269
10/21/2019
UNIFORM ORDER - NEVILLE
100-23-4510
43.95
GALLS LLC
013809392
10/21/2019
UNIFORM ORDER - LEIBACH
100-23-4510
40.52
GALLS LLC
013809410
10/21/2019
UNIFORM ORDER - GALLAGHER
100-23-4510
70.59
GALLS LLC
013809423
10/21/2019
UNIFORM ORDER - NOLAN
100-23-6110
158.35
GALLS LLC
013839801
10/21/2019
K9UNIFORM -CONWAY
100-22-6310
40.34
GALLS LLC
013852671
10/21/2019
UNIFORM ORDER- NEVILLE
100-23-4510
48.36
GALLS LLC
013866675
10/21/2019
UNIFORM ORDER - WALSH
100-22-4510
21.85
GALLS LLC
013876245
10/21/2019
UNIFORM RODER - BARROWS
100-23-4510
93.80
GALLS LLC
013883688
10/21/2019
UNIFORM ORDER - FITZGERALD
100-23-4510
82.54
GALLS LLC
013892590
10/21/2019
UNIFORM ORDER- MCKEEN
100-22-4510
286.71
GALLS LLC
013892825
10/21/2019
UNIFORM ORDER - NEVILLE
100-23-4510
82.09
GALLS LLC
013892827
10/21/2019
UNIFORM ORDER - BEIDELMAN
100-23-6110
130.93
GALLS LLC
013912013
10/21/2019
UNIFORM ORDER- MILLER
100-23-4510
101.52
10/16/2019 1:35:11 PM
Expense Approval Register
Packet: APPKTO1635-10-2149
RE CT INVOICE
Vendor Name
Payable Number
Post Date
Description (Item) Account Number
Amount
GALLS LLC
013922704
10/21/2019
UNIFORM ORDER - MORALES 100-22-4510
96,59
GALLS LLC
013934765
10/21/2019
UNIFORM ORDER- 100-22-6110
247.48
GALLS LLC
013946638
10/21/2019
UNIFORM ORDER -CRUZ 100-22-4510
44.65
GALLS LLC
013955031
10/21/2019
UNIFORM ORDER - WALSH 100-22-4510
19.00
Vendor GALLS LLC Total:
1,609.27
Vendor: GESKE AND SONS INC
GESKE AND SONS INC
52147
10/21/2019
HMA binder N50. vendor ticket 100-33-6110
476.69
Vendor GESKE AND SONS INC Total:
476.69
Vendor: GOLF ACADEMY AT TERRA COTTA LLC
GOLF ACADEMY AT TERRA
1219-706
10/21/2019
Fall Golf Lessons 100-47-5110
310.00
Vendor GOLF ACADEMY AT TERRA COTTA LLC Total:
310.00
Vendor: GREEN DOOR PROMOTIONS LLC
GREEN DOOR PROMOTIONS
19-2030
10/21/2019
Invoice 19-2030 100-47-6110
672.00
GREEN DOOR PROMOTIONS
19-2034
10/21/2019
invoice 19-2034 McHenry 100-47-6110
1/292670
GREEN DOOR PROMOTIONS
19-2038
10/21/2019
Invoice 19-2038 Toddler T-ball 100-47-6110
736.00
GREEN DOOR PROMOTIONS
19-2041
10/21/2019
invoice 19-2041 100-47-6110
145.00
GREEN DOOR PROMOTIONS
19-2062
10/21/2019
invoice 19-2062 Softball Shirts 100-47-6110
519.00
Vendor GREEN DOOR PROMOTIONS LLC Total:
3,364.70
Vendor: HUNTLEY PARK DISTRICT
HUNTLEY PARK DISTRICT
10032019M
10/21/2019
Trip - Four Winds 100-46-5110
374.00
Vendor HUNTLEY PARK DISTRICT Total:
374.00
Vendor: HYDRAULIC SERVICES AND REPAIRS INC
HYDRAULIC SERVICES AND
342074
10/21/2019
449 100-33-5370
300.00
Vendor HYDRAULIC SERVICES AND REPAIRS INC Total:
300.00
Vendor: ILLINOIS ASSOC OF CHIEFS OF POLICE
ILLINOIS ASSOC OF CHIEFS OF
4980
10/21/2019
MEMBERSHIP RENEWAL 100-22-5410
220.00
Vendor ILLINOIS ASSOC OF CHIEFS OF POLICE Total:
220.00
Vendor: ILLINOIS TACTICAL OFFICERS ASSOCIATION
ILLINOIS TACTICAL OFFICERS
12427917
10/21/2019
CONFERENCE- HENDRICKSON 100-22-5430
325.00
Vendor ILLINOIS TACTICAL OFFICERS ASSOCIATION Total:
325.00
Vendor: INFANTE, ALFONSO
INFANTE, ALFONSO
19-20-250
10/21/2019
Recreation Center monthly 400-00-5110
11500.00
Vendor INFANTE, ALFONSO Total:
1/500600
Vendor: INTERNATIONAL ACADEMICS
OF EMERGENCY
DISPATCH
INTERNATIONAL ACADEMICS
SIN237587
10/21/2019
EMDRECERTIFICATION- 100-23-5430
50.00
Vendor INTERNATIONAL ACADEMICS OF EMERGENCY DISPATCH Total:
50.00
Vendor: INTERSTATE BILLING SERVICE INC
INTERSTATE BILLING SERVICE
3016677938
10/21/2019
404 100-33-5370
756.46
INTERSTATE BILLING SERVICE
3016811742
10/21/2019
416 100-33-5370
233.90
INTERSTATE BILLING SERVICE
3016842753
10/21/2019
417 100-33-5370
467.54
Vendor INTERSTATE BILLING SERVICE INC Total:
1,457.90
Vendor: JG UNIFORMS INC
JG UNIFORMS INC
61174
10/21/2019
UNIFORM ORDER- 100-22-4510
158.85
JG UNIFORMS INC
61175
10/21/2019
UNIFORM ORDER- NOYES 100-22-4510
158.06
JG UNIFORMS INC
61368
10/21/2019
UNIFORM ORDER- ELLIS 100-22-4510
760.65
Vendor JG UNIFORMS INC Total:
1,077.56
Vendor: KARA COMPANY INC
KARA COMPANY INC
347176
10/21/2019
TOTALSTATION BATTERY 100-22-5110
200.00
Vendor KARA COMPANY INC Total:
200.00
Vendor: KIMBALL MIDWEST
KIMBALLMIDWEST
7446408
10/21/2019
stock 100-33-6110
639.23
Vendor KIMBALL MIDWESTTotal:
639.23
Vendor: KOMLINE-SANDERSON
KOMLINE-SANDERSON
42044301
10/21/2019
2 Meter G BT Parts 510-32-5375
477.28
Vendor KOMUNE-SANDERSON Total:
477.28
10/16/2019 1:35:11 PM
Expense Approval Register
Vendor Name Payable Number
Vendor: LAFARGE NORTH AMERICA
LAFARGE
NORTH
AMERICA
711487991
LAFARGE
NORTH
AMERICA
711628025
LAFARGE
NORTH
AMERICA
711628025A
LAFARGE
NORTH
AMERICA
711640965
LAFARGE
NORTH
AMERICA
711640965A
LAFARGE
NORTH
AMERICA
711660783
LAFARGE
NORTH
AMERICA
711660783A
LAFARGE
NORTH
AMERICA
711660783E
Vendor: LANDMARK SERVICES COOPERATIVE
LANDMARK SERVICES IVC0477105
Vendor: MCCANN INDUSTRIES INC
MCCANN
INDUSTRIES
INC
P01934
MCCANN
INDUSTRIES
INC
P01935
MCCANN
INDUSTRIES
INC
P01949
MCCANN
INDUSTRIES
INC
P01986
Packet: APPKTO1635-10-21-19
RE CT INVOICE
Post Date Description
(Item)
Account Number
Amount
10/41/2019
Construction Supplies
100-45-6110
10/21/2019
020 WashStone #167578869
510-35-6110
10/21/2019
027 Sand #167578891
510-35-6110
10/21/2019
027 FM-2 Sand - UTY -
510-35-6110
10/21/2019
020 CM-11 WashStone- UTY-
510-35-6110
10/21/2019
CM-11 Wash Stone - UTY -
510-35-6110
10/21/2019
CM-6 Virgin Grade - UTY -
510-35-6110
10/21/2019
CM-6 Virgin Grade - UTY -
510-35-6110
Vendor LAFARGE NORTH AMERICA Total:
10/21/2019 bunker covers 100-33-6110
Vendor LANDMARK SERVICES COOPERATIVE Total:
10/21/2019 443 100-33-5370
10/21/2019 448 100-33-5370
10/21/2019 453 100-33-5370
10/21/2019 443 100-33-5370
Vendor MCCANN INDUSTRIES INCTotal:
Vendor: MCHENRY COUNTY DEPT OF PLANNING &DEVELOPMENT
MCHENRY
COUNTY
DEPT
OF
68421
10/21/2019
MCHENRYCOUNTYDEPTOF
68421
10/21/2019
MCHENRY
COUNTY
DEPT
OF
68421
10/21/2019
MCHENRY
COUNTY
DEPT
OF
68421A
10/21/2019
Vendor: MCHENRY PIERS
MCHENRY PIERS 12215 10/22/2019
Vendor: MCHENRY SPECIALTIES
MCHENRY SPECIALTIES 2019-715 10/21/2019
MCHENRY SPECIALTIES 2019-749 10/21/2019
MCHENRY SPECIALTIES 2019-753 10/21/2019
Vendor: MCMAHON, JASON
MCMAHON,IASON INV0008978 10/21/2019
Vendor: MCMASTER-CARR SUPPLY CO
MCMASTER-CARR SUPPLY CO 17054953
MCMASTER-CARR SUPPLY CO 17592540
Vendor: MEADE INC
MEADE INC 689735
Vendor: METRO DOOR AND DOCK INC
METRO DOORANDDOCK INC E13438
Vendor: MID AMERICAN WATER OF WAUCONDA INC
MID
AMERICAN
WATER
OF
222798W
MID
AMERICAN
WATER
OF
223093W
MID
AMERICAN
WATER
OF
223137W
MID
AMERICAN
WATER
OF
223234W
Vendor: MIDWEST HOSE AND FITTINGS INC
MIDWEST HOSE AND FITTINGS M26940
WTR WW UTY Sensible Training 510-31-5430
WTRWWUTYSensible Training 510-32-5430
WTR WW UTY Sensible Training 510-35-5430
STS Sensible Training 2019 (6 100-33-5430
Vendor MCHENRY COUNTY DEPT OF PLANNING & DEVELOPMENT Total:
Contractual: Riverwalk 100-45-5110
Vendor MCHENRY PIERS Total:
Riverwalk Fireglobe Plates 100-41-6110
Business Recognition Award- 100-01-4220
Fall Softball Plaques 100-47-6110
Vendor MCHENRY SPECIALTIES Total:
Jason McMahon Clothing 510-31-4510
Vendor MCMAHON, IASON Total:
10/21/2019 5/8-11 Threaded Rod 510-32-5380
10/21/2019 SWWTP-Clarifier5kimmerArm 510-32-5375
Vendor MCMASTER-CARR SUPPLY CO Total:
10/21/2019 Traffic Signal #689735 CLR & 100-33-5110
Vendor MEADE INC Total:
10/21/2019 DoorReparis/Hickory Farm 100-45-5110
Vendor METRO DOOR AND DOCK INC Total:
10/21/2019 4" filler Gaskets 510-32-5380
10/21/2019 4" Flange Kits 510-32-5375
10/21/2019 6" Riser clamps 510-35-6110
10/21/2019 661meg lug 223234W 510-35-6110
Vendor MID AMERICAN WATER OF WAUCONDA INC Total:
10/21/2019 Hose for Aquatech 510-35-6110
Vendor MIDWEST HOSE AND FITTINGS INC Total:
94.10
128.16
53.84
56.08
123.52
124.96
92.07
103.41
776.14
1,440.00
1,440.00
158.20
55.76
20.62
94.00
50.00
50.00
100.00
150.00
350.00
21960,00
2,960.00
120.00
65.00
180.00
365.00
70.15
70.15
122.44
429.53
551.97
784.64
784.64
466.87
466.87
628.50
148.20
88.00
444.00
1,308.70
166.80
166.80
10/16/2019 1:35:11 PM
Expense Approval Register
Vendor Name Payable Number
Vendor: MIDWEST POWER INDUSTRY, INC
MIDWEST POWER INDUSTRY, 67
Vendor: MINUTEMAN PRESS OF MCH
MINUTEMAN PRESS OF MCH 93205
Vendor: MOTOROLA
MOTOROLA
Vendor: NAC SUPPLY, INC
NAC SUPPLY, INC
451668302019
46202
Vendor: NATIONAL BUSINESS FURNITURE
NATIONAL BUSINESS ZK067950-FLS
NATIONAL BUSINESS ZK067950-OTG
NATIONAL BUSINESS ZK067950-TDQ
Vendor: NATURESCAPE DESIGN INC
NATURESCAPE DESIGN INC 71461
Vendor: NORTHWEST ELECTRICAL SUPPLY CO INC
NORTHWESTELECTRICAL 17440027
NORTHWEST ELECTRICAL 17440639
NORTHWEST ELECTRICAL 17442384
Vendor: OFFICIAL FINDERS LLC
OFFICIAL FINDERS LLC 9430
Vendor: PDC LABORATORIES
INC
PDC
LABORATORIES
INC
19387923
PDC
LABORATORIES
INC
19387924
PDC
LABORATORIES
INC
19387925
PDC
LABORATORIES
INC
19387926
PDC
LABORATORIES
INC
19387927
PDC
LABORATORIES
INC
19387929
Vendor: PETROCHOICE LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
PETROCHOICE
LLC
Packet: APPKT01635-10-2149
RECT INVOICE
Post Date Description
(Item)
Account Number
Amount
10/21/2019 RADIATOR SERVICE 100-23-5110 1,750.00
Vendor MIDWEST POWER INDUSTRY, INC Total: 11750.00
10/21/2019
Parking
Permit Cards
100-04-5330
23.00
Vendor
MINUTEMAN PRESS OF MCH Total:
23.00
10/21/2019
STARCOM21 MONTHLY
100-22-5320
2,453.00
Vendor MOTOROLA Total:
21453.00
10/21/2019
Nac Supply - STS - Scoop
100-33-6110
104.50
Vendor NAC SUPPLY, INC Total:
104.50
10/21/2019
Furniture for D Martin Ec Dev
100-01-8700
192.31
10/21/2019
Furniture for D Martin Ec Dev
100-01-8700
395.25
10/21/2019
Furniture for D Martin Ec Dev
100-01-8700
11577,71
Vendor NATIONAL BUSINESS FURNITURE Total:
2,165.27
10/21/2019
Riverwalk Irrigation
100-45-5110
334.29
Vendor
NATURESCAPE DESIGN INC Total:
334.29
10/21/2019
Electrical Supplies
100-45-6110
40.95
10/21/2019
street light Hillsside and Polk
100-33-6110
31735,00
10/21/2019
Electrical Supplies
100-45-6110
221.92
Vendor NORTHWEST
ELECTRICAL SUPPLY CO INC Total:
%997.87
10/16/2019
Invoice 9430
100-47-5110
455.00
Vendor
OFFICIAL FINDERS LLC Total:
455.00
10/21/2019
Total Nitrogen Sample
510-32-6110
60.00
10/21/2019
Total Nitrogen Sample
510-32-6110
60.00
10/21/2019
Total Nitroge Sample
510-32-6110
60.00
10/21/2019
Dryer condensate sample
510-32-6110
377.25
10/21/2019
Total nitrogen sample
510-32-6110
60.00
10/21/2019
September 2019 Inv# 19387929
510-31-5110
582.50
Vendor
PDC LABORATORIES INC Total:
1,199.75
11079897
10/21/2019
FUEL
BILL
inn -03-6250
119.90
11087156
10/21/2019
Fuel-UTY-11087156
510-35-6250
333.73
11087171
10/21/2019
FUEL
BILL
100-03-6250
85.76
11087172
10/21/2019
Fuel -
W W-11087172
510-32-6250
236.24
11087173
10/21/2019
Fuel -
WTR-11087173
510-31-6250
226.81
11087174
10/21/2019
Fuel
100-45-6250
256.01
11087175
10/21/2019
Fuel -
STS - 11087175
100-33-6250
853.89
11087176
10/21/2019
FUEL11087176
100-22-6250
11733.57
11087384
10/21/2019
Fuel-
WW-11087384
510-32-6250
136.62
11087385
10/21/2019
Fuel-
WTR-11087385
510-31-6250
46.14
11087386
10/21/2019
Fuel
100-45-6250
247.19
11087387
10/21/2019
Fuel -
STS - 11087387
100-33-6250,
176.75
11087388
10/21/2019
FUEL11087388
100-22-6250
120.45
11094309
10/21/2019
Fuel -
UTY - 11094309
510-35-6250
259.94
11094323
10/21/2019
FUEL
BILL
100-03-6250
100.88
11094324
10/21/2019
Fuel-
WW-11094324
510-32-6250
136.60
11094325
10/21/2019
Fuel -
WTR-11094325
510-31-6250
82.37
11094326
10/21/2019
Fuel
100-45-6250
363.91
11094327
10/21/2019
Fuel -
STS - 11094327
100-33-6250
666.87
10/16/2019 1:35:11 PM
Expense Approval Register
Packet: APPKT01635-10-2149
RE CT INVOICE
Vendor Name
Payable Number
Post Date
Description (Item)
Account Number
Amount
PETROCHOICE LLC
11094328
10/21/2019
FUEL 11094328
100-22-6250
1,766.40
Vendor PETROCHOICE LLC Total:
71950.03
Vendor: PETTIBONE & CO, P F
PETTIBONE & CO, P F
177609
10/21/2019
BADGE #1075
100-22-4510
119.00
PETTIBONE & CO, P F
177609A
10/21/2019
SERGEANT BADGES
100-22-6110
333.00
Vendor PETTIBONE & CO, P F Total:
452.00
Vendor: PHOTO BOOTH OF THE
STARS
PHOTO BOOTH OF TH E STARS
1659
10/21/2019
Event - Dad & Daughter
100-46-6920
499.00
Vendor PHOTO BOOTH OF THE STARS Total:
499.00
Vendor: PITEL SEPTIC INC
PITEL SEPTIC INC
17696
10/21/2019
Portable Toilet Rentals
100-45-5110
637.50
Vendor PITEL SEPTIC INC Total:
637.50
Vendor: PRO FORMA
PRO FORMA
90Q0902019
10/21/2019
Parent Handbooks
100-47-5330
253.85
Vendor PRO FORMA Total:
253.85
Vendor: QUALITY TIRE SERVICE
QUALITY TIRE SERVICE
55872
10/21/2019
811
510-35-5370
51.39
Vendor QUALITY TIRE SERVICE Total:
51.39
Vendor: RNOW INC
RNOW INC
2019-56610
10/21/2019
Aquatech hose
510-35-6110
21889.32
Vendor RNOW INC Total:
21889.32
Vendor: ROSS, KAYLEE
ROSS, KAYLEE
1219-705
10/21/2019
Fall Golf Lessons
100-47-5110
525.00
Vendor ROSS, KAYLEE Total:
525.00
Vendor: SAFELITE FULFILLMENT
INC
SAFELITE FULFILLMENT INC
05830-655153
10/21/2019
Windshield repair#05830-
610-00-5980
334.64
Vendor SAFELITE FULFILLMENT INC Total:
334.64
Vendor: SCHOPEN PEST SOLUTIONS INC
SCHOPEN PESTSOLUTIONS INC
106037
10/21/2019
quarterly service
400-00-5110
75.00
SCHOPEN PESTSOLUTIONS INC
107449
10/21/2019
Pest Control
100-45-5110
95.00
SCHOPEN PEST SOLUTIONS INC
195613
10/21/2019
PEST CONTROL
100-03-5120
166.50
Vendor SCHOPEN PEST SOLUTIONS INC Total:
336.50
Vendor: SENCOMMUNICATIONS INC
SENCOMMUNICATIONS INC
IN0955677
10/21/2019
HEADSET REPAIR
100-23-6110
147.00
Vendor
SENCOMMUN[CATIONS INC Total:
147.00
Vendor: SHAW MEDIA
SHAW MEDIA
10474 9/30/19STMT
10/21/2019
PHN Z-956 Cannabis Ord
100-06-5330
109.30
Vendor SHAW MEDIA Total:
109.30
Vendor: SUPER AGGREGATES
SUPERAGGREGATES
0057129
10/21/2019
dump,hardto
100-33-6110
200.00
SUPER AGGREGATES
57129
10/21/2019
dump, hard to handle,w/matt.
100-33-6110
200.00
Vendor SUPER AGGREGATES Total:
400.00
Vendor: TONY'S FAMILY TAILOR
SHOP
TONY'S FAMILY TAILOR SHOP
978210
10/21/2019
TAILORING -LUMBER
100-22-4510
9.50
TONY'S FAMILY TAILOR SHOP
978211
10/21/2019
TAILORING-MCKEEN
100-22-4510
38.50
TONY'S FAMILY TAILOR SHOP
999778
10/21/2019
TAILORING - LORENZ
100-22-4510
8.00
TONY'S FAMILY TAILOR SHOP
999793
10/21/2019
TAILORING - LORENZ
100-22-4510
20.00
Vendor TONY'S FAMILY TAILOR SHOP Total:
76.00
Vendor: U.S. POSTAL SERVICE
U.S. POSTALSERVICE
ADS215R 12/15/19
10/21/2019
statestic report
100-04-5310
100.00
Vendor U.S. POSTAL SERVICE Total:
100.00
Vendor: ULTRA STROBE COMMUNICATIONS INC
ULTRA STROBE
076296
10/21/2019
DELAY TIMER327
100-22-5370
168.53
ULTRA STROBE
076369
10/21/2019
DELAY TIMER 312
100-22-5370
168.53
Vendor ULTRA STROBE COMMUNICATIONS INC Total:
337.06
10/16/2019 1:35:11 PM
Expense Approval Register
Vendor Name
Payable Number
Vendor: USA BLUEBOOK
USA BLUEBOOK
023061
Vendor: VERIZON CONNECT NWF, INC
VERIZON CONNECT NWF, INC
CITY3920SVO1893005
Vendor: WATER PRODUCTS -AURORA
WATERPRODUCTS-AURORA
0291449
Vendor: WELCH BROS INC
WELCH BROS INC
3064211
WELCH BROS INC
3064212
Packet: APPKT01635-10-2149 RECT INVOICE
Post Date Description (Item) Account Number Amount
10/21/2019 Lift Station Level Transducers 510-32-5380 3,036.80
Vendor USA BLUEBOOK Total: 3,036.80
10/21/2019 GPS 100-33-6110 401.99
Vendor VERIZON CONNECT NWF, INCTotal: 401.99
10/21/2019 Hydrant Seats 510-35-6110 310.00
Vendor WATER PRODUCTS - AURORA Total: 310.00
10/21/2019 60" barrel.and cone section 510-35-6110 963.00
10/21/2019 24"x48" risers,24"x24" risers 100-33-6110 11292,00
Vendor WELCH BROS INC Total: 2,255.00
Grand Total: 72,448.50
10/16/2019 1:35:11 PM
Expense Approval Register
Packet: APPKT01635-10-2149 RE CT INVOICE
Fund Summary
Fund
100-GENERAL FUND
400 - RECREATION CENTER FUND
510- WATER/SEWER FUND
610- RISK MANAGEMENT FUND
620-INFORMATION TECHNOLOGY FUND
Grand Total:
Expense Amount
51,505,40
11938,09
18,494.00
334.64
176.37
72,448.50
AS NEEDED CHECKS COUNCIL MEETING 10/21/19
100 1 00-03-51 10 CINTAS CORPORATION LOC 355 09/06/2019 110.52
100 100-334510 CINTAS CORPORATION LOC 355 09/06/2019 377.76
100 1 00-33-61 10 CINTAS CORPORATION LOC 355 09/06/2019 207.20
100 100-33-5370 NAPA AUTO PARTS MPEC 09/06/2019 598.20
100 100-01-6110 PRAIRIELAND DISPOSLA 09/06/2019 3200,00
100 100-01-5310 UPS 09/06/2019 4.14
100 100-03-5310 UPS 09/06/2019 6.06
100 100-06-5420 WOLF DOROTHY 09/06/2019 40.05
210 210-00-5110 FREUND, MICHAEL R 09/06/2019 70.00
510 510-324510 CINTAS CORPORATION LOC 355 09/06/2019 636.80
510 510-31-5510 COMED 09/06/2019 44.85
510 510-32-5310 UPS 09/06/2019 4.43
740 740-00-6960 JOHNSON, MONTE 09/06/2019 13.50
100 1 00-33-51 10 CLEARVIEW LANDSCAPE CONST 09/13/2019 2971,80
100 10045-5110 CLEARVIEW LANDSCAPE CONST 09/13/2019 17274,00
100 1 00-33-51 10 CLEARVIEW LANDSCAPE CONST 09/13/2019 2971.80
100 100-45-5110 CLEARVIEW LANDSCAPE CONST 09/13/2019 17274,00
100 100-22-3890 GUTIERREZ, EMMA 09/13/2019 25.00
100 100-06-5330 SHAW MEDIA 09/13/2019 97.24
200 200-00-5110 WINDY CITY LIGHTS 09/13/2019 412.50
200 200-00-5110 WINDY CITY LIGHTS 09/13/2019 425.00
400 400-00-5210 SHAW MEDIA 09/13/2019 596.00
510 510-32-5110 AQUA PA 09/13/2019 159.90
510 510-32-5110 CLEARVIEW LANDSCAPE CONST 09/13/2019 1068.00
510
510-32-5510
CLEARVIEW LANDSCAPE
CONST 09/13/2019
796.20
510
510-31-5110
CLEARVIEW LANDSCAPE
CONST 09/13/2019
1068.00
510
510-31-5110
CLEARVIEW LANDSCAPE
CONST 09/13/2019
796.20
510
510-35-6110
SHAW MEDIA
09/13/2019
141.46
620
620-00-5320
AT&T
09/13/2019
205.57
620
620-00-5320
AT&T
09/13/2019
585.70
620
620-00-5320
AT&T
09/13/2019
585.70
620
620-00-5110
AT&T
09/13/2019
8.15
620 620-00-5320
620 620-00-6270
620 620-00-6210
620 620-00-6210
620 620-00-6210
100 100-03-6110
100 1 00-22-621 0
100 1 00-33-61 10
100 10042-6110
100 10045-6110
100 100-01-5110
100 100-03-5120
100 1 00-01 -61 10
100 100-22-5430
100 10044-6110
100 10045-5370
100 10046-5110
AT&T 09/13/2019
CDW GOVERNMENT INC 09/13/2019
STANS LPS MIDWEST 09/13/2019
STANS LPS MIDWEST 09/13/2019
US BANK EQUIPMENT FINANCE 09/13/2019
ACE HARDWARE, MCHENRY 09/18/2019
ACE HARDWARE, MCHENRY 09/18/2019
ACE HARDWARE, MCHENRY 09/18/2019
ACE HARDWARE, MCHENRY 09/18/2019
ACE HARDWARE, MCHENRY 09/18/2019
BRUCESKI'S MARINE CONSTRUC 09/18/2019
CENTURY SPRINGS 09/18/2019
DURA WAX COMPANY INC, THE 09/18/2019
FIRST BANKCARD 09/18/2019
FIRST BANKCARD 09/18/2019
FIRST BANKCARD 09/18/2019
09/18/2019
100
100 100-01-5110
100 100-03-5120
100 1 00-01 -61 10
100 100-22-5430
100 10044-6110
100 10045-5370
100 10046-5110
AT&T 09/13/2019
CDW GOVERNMENT INC 09/13/2019
STANS LPS MIDWEST 09/13/2019
STANS LPS MIDWEST 09/13/2019
US BANK EQUIPMENT FINANCE 09/13/2019
ACE HARDWARE, MCHENRY 09/18/2019
ACE HARDWARE, MCHENRY 09/18/2019
ACE HARDWARE, MCHENRY 09/18/2019
ACE HARDWARE, MCHENRY 09/18/2019
ACE HARDWARE, MCHENRY 09/18/2019
BRUCESKI'S MARINE CONSTRUC 09/18/2019
CENTURY SPRINGS 09/18/2019
DURA WAX COMPANY INC, THE 09/18/2019
FIRST BANKCARD 09/18/2019
FIRST BANKCARD 09/18/2019
FIRST BANKCARD 09/18/2019
09/18/2019
100
AT&T 09/13/2019
CDW GOVERNMENT INC 09/13/2019
STANS LPS MIDWEST 09/13/2019
STANS LPS MIDWEST 09/13/2019
US BANK EQUIPMENT FINANCE 09/13/2019
ACE HARDWARE, MCHENRY 09/18/2019
ACE HARDWARE, MCHENRY 09/18/2019
ACE HARDWARE, MCHENRY 09/18/2019
ACE HARDWARE, MCHENRY 09/18/2019
ACE HARDWARE, MCHENRY 09/18/2019
BRUCESKI'S MARINE CONSTRUC 09/18/2019
CENTURY SPRINGS 09/18/2019
DURA WAX COMPANY INC, THE 09/18/2019
FIRST BANKCARD 09/18/2019
FIRST BANKCARD 09/18/2019
FIRST BANKCARD 09/18/2019
09/18/2019
100
10046-6110
FIRST
BANKCARD
09/18/2019
100
10047-5430
564.36
304.53
275.19
217.74
397.72
72.95
30.58
497.76
162.62
233.07
1000000
59.98
427.79
1550,00
533.99
465.00
4446.02
633.19
158.00
216.36
807.07
98.86
81.60
507.48
167.82
100 1 00-03-61 10 HOME DEPOT PRO
09/18/2019 26.26
100 100-03-6110
100
100-22-5110
100
100-33-5370
100
10045-6110
100
10044-6110
100
100-03-5120
100
1 00-03-61 10
100
100-03-6210
HOME DEPOT PRO
09/18/2019
I LEAS
09/18/2019
INTERSTATE BILLING SERVICE
II\ 09/18/2019
RELIABLE SAND & GRAVEL
09/18/2019
SAM'S CLUB
09/18/2019
SYNCB/AMAZON
09/18/2019
SYNCB/AMAZON
09/18/2019
SYNCB/AMAZON
09/18/2019
100 100-05-5110 SYNCB/AMAZON 09/18/2019
100 1 00-22-621 0 SYNCB/AMAZON 09/18/2019
100 1 00-45-61 10 SYNCB/AMAZON 09/18/2019
100 10046-6110 SYNCB/AMAZON 09/18/2019
100 1 00-47-61 10 SYNCB/AMAZON 09/18/2019
100 10045-5430 APWA - ILLINOIS PUBLIC SERVICI 09/18/2019
100 100-33-5430 APWA - ILLINOIS PUBLIC SERVICI 09/18/2019
100 100-01-6210 STAPLES BUSINESS CREDIT 09/18/2019
100 100-03-6210 STAPLES BUSINESS CREDIT 09/18/2019
100 100-04-6210 STAPLES BUSINESS CREDIT 09/18/2019
100 1 00-22-621 0 STAPLES BUSINESS CREDIT 09/18/2019
100 1 00-33-621 0 STAPLES BUSINESS CREDIT 09/18/2019
210 210-00-5110 BRANCH, ALLISON 09/18/2019
210 210-00-5110 DOWNTOWN BUSINESS ASSOCl/ 09/18/2019
210 210-00-5110 YORE, AMY 09/18/2019
400 400-00-5210 FIRST BANKCARD 09/18/2019
400 400-00-5430 FIRST BANKCARD 09/18/2019
400 400-00-6110 SYNCB/AMAZON 09/18/2019
400 400-00-6120 0Y114CB/AMA1ON 09/18/2019
400 400-00-6210 SYNCB/AMAZON 09/18/2019
400 40040-6110 SYNCB/AMAZON 09/18/2019
510 510-31-6110 ACE HARDWARE, MCHENRY 09/18/2019
510 510-32-6110 ACE HARDWARE, MCHENRY 09/18/2019
510 510-35-6110 ACE HARDWARE, MCHENRY 09/18/2019
510 510-31-6110 FIRST BANKCARD 09118/2019
510 510-35-5430 FIRST BANKCARD 09/18/2019
510 510-31-6110 HOME DEPOT CREDIT SERVICES 09/18/2019
510 510-32-5375 HOME DEPOT CREDIT SERVICES 09/18/2019
510 510-32-6110 HOME DEPOT CREDIT SERVICES 09/18/2019
510 510-35-6110 HOME DEPOT CREDIT SERVICES 09/18/2019
510 510-32-5580 WINNEBAGO LANDFILL CO 09/18/2019
610 610-00-5960 SUPERIOR ROAD STRIPING, INC 09/18/2019
620 620-00-6210 U.S. BANK 09/18/2019
100 100-01-6940 BANKCARD PROCESSING CENTE09/24/2019
100
100-06-5430
BANKCARD
PROCESSING
CENTE
09/24/2019
100
100-22-5420
BANKCARD
PROCESSING
CENTE
09/24/2019
100
100-22-5430
BANKCARD
PROCESSING
CENTE
09/24/2019
100
1
00-22-621 0
BANKCARD
PROCESSING
CENTE
09/24/2019
100
100-23-5430
BANKCARD
PROCESSING
CENTE
09/24/2019
100
10041-6110
BANKCARD
PROCESSING
CENTE
09124/2019
100
1
00-46-51 10
BANKCARD
PROCESSING
CENTE
09/24/2019
100
1
00-46-61 10
BANKCARD
PROCESSING
CENTE
09/24/2019
100
10047-5430
BANKCARD
PROCESSING
CENTE
09/24/2019
100 10047-5410 ILLINOIS SWIMMING INC
100 100-04-5310
100 100-01-5310
100 100-03-5310
100 100-04-5310
100 1 00-22-531 0
POSTMASTER MCHENRY IL
RESERVE ACCOUNT
RESERVE ACCOUNT
RESERVE ACCOUNT
RESERVE ACCOUNT
09/24/2019
09/24/2019
09/24/2019
09/24/2019
09/24/2019
09/24/2019
173.39
240.00
4,82
68.75
146.53
240.54
221.37
6.04
187.22
54.35
127.90
70.18
17.99
695.00
200.00
225.99
10.05
68.09
295.79
30.78
750.00
1000.00
150.00
75.00
45.00
54.12
4.48
54.96
3.52
222006
466.40
57.43
197.98
213.36
23.68
281.17
1210,81
35.84
2328448
3002,48
311.00
12.99
400.00
29.68
418.63
213.32
51.00
16.22
1452.03
14.25
18.00
5372.00
235.00
10.25
63.35
905.91
339.48
100 100-41-5310
100 10041-5310
100 1 00-33-61 10
205 205-00-5310
400 400-00-5215
400 400-00-5321
400 40040-5110
510 510-32-6110
510 510-32-5375
510 510-31-5310
510 510-32-5310
620 620-00-5320
620 620-00-5320
620 620-00-5320
620 620-00-5320
620 Pon -00-5320
RESERVE ACCOUNT
09/24/2019
RESERVE ACCOUNT
09/24/2019
TRAFFIC CONTROL & PROTECTI(09/24/2019
RESERVE ACCOUNT
09/24/2019
BANKCARD PROCESSING CENTE
09/24/2019
BANKCARD PROCESSING CENTE
09/24/2019
BANKCARD PROCESSING CENTE
09/24/2019
G.A. RICH & SONS INC
09/24/2019
GARDNER DENVER INC
09/24/2019
RESERVE ACCOUNT
09/24/2019
RESERVE ACCOUNT
AT&T
AT&T
AT&T
AT&T
AT&T
620 620-00-5320 AT&T
620 620-00-5320
AT&T
AT&T
DELL MARKETING LP
US BANK EQUIPMENT FINANCE
TOTAL
FUND 100
FUND 200
FUND 205
FUND 210
FUND 400
FUND 510
FUND 610
FUND 620
FUND 740
09/24/2019
09/24/2019
09/24/2019
09/24/2019
09/24/2019
09/24/2019
09/24/2019
09/24/2019
09/24/2019
09/24/2019
09/24/2019
2.65
114.55
45.30
7.75
50.81
307.97
529.00
1500600
1759,00
4.65
6.80
251.16
245,96
3009.88
243.64
245.14
866.56
374.45
231.87
1091.79
247.50
103972,76
133,56
837.50
7.75
1970,00
720,86
13023,50
3002.48
12263.61
13.50
972,76
Office of the Chief of Police
John R. Birk
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2200
Fax: (815) 363-2149
www.ci.mchenry.il.us
AGENDA SUPPLEMEINIT
TO: Mayor and City Council
FROM: John R. Birk, Chief of Police
FOR: October 21St, 2019, Regular City Council meeting
RE: Updated Alcoholic Liquor Ordinance
Attachment: Proposed Ordinance
Complete Revised Chapter 4 (Appendix A)
Agenda Item Summary:
The purpose of this agenda item is ask for Council's consideration and approval in the amendment
of the Alcoholic Liquor Ordinance, specifically Chapter 4, Section 44 Definitions, Section 4.6
License classification and fees; approval authority; limitation on number of licenses, Section 4-21
Closing Hours, Section 4-24 Special Civic Events and Section 4-31 Prohibitions. Staff is present
to answer any questions Council may have.
Background:
As a matter of practice Staff regularly exams the McHenry Alcoholic Liquor Code for amendments
as a way to ensure compliance with the Illinois Liquor Control Commission and to meet the needs
of the community.
In June of 2017 at the direction of Council, staff was asked to looking into our Alcoholic Liquor
Code as it relates to a somewhat new trend called "alcohol vaping".
In July and August Staff received inquiries regarding obtaining liquor licenses for atheater /
entertainment business and for a mixed use facility. Specifically the McHenry Downtown Theater
has shown interest in a future license and Mix N' Mingle on Green Street is requesting a license.
In September Staff attended a training hosted by the Illinois Liquor Control Commission at which
time Staff identified multiple areas within our ordinance that required amendments in order to
ensure compliance with the state.
Analysis:
As a result of the above action, staff conducted a full analysis of our Alcoholic Liquor Code and
found that following recommended revisions and additions should be considered.
Section 4-1 (Definitions) needs an amendment to the Catering Endorsement so that sale of alcohol
can occur off -site at City sponsored events such as Concert in the Park on Thursdays (Veterans
park) and Light the Night on Saturdays (Miller Point). New definitions of a "mixed use special
event facility" and "theater and entertainment center" are needed to support the new license types
and "special event" is needed to define what a special event is and that it can only be a not -for -
profit entity hosting the event.
Section 4-6 (License classification and fees; approval authority; limitation on number of licenses)
needs an amendment to redefine the Class B license to include "theater and entertainment service"
and "mixed use service" and to add "not -for -profit organizations" into the Class D Special Event
license.
Section 4-21 (Closing Hours) needs an amendment to define the hours of a Class B license which
includes restaurant table service, theater and entertainment facilities and mixed use special event
facilities.
Section 4-24 (Special Civic Events) needs an amendment to identify that sales and consumption
can occur outside the licensed location during a special civic event as long as they are approved to
participate and the location of the sales is "adjacent to the licensee's property".
Section 4-31 (Prohibitions) needs an amendment to clearly define that the consumption of alcohol
at a licensed establishment can only occur through the traditional method of drinking alcohol in a
liquid form. No other means are allowed and vaping alcohol is strictly prohibited.
Recommendation:
Therefore, if Council concurs, it is recommended that a motion be made to adopt the attached
Ordinance Amending Chapter 4: Alcohol Liquor; 4-19 Definitions, 4-6; License classification and
fees; approval authority; limitation on number of licenses 4-21; Closing hours; 4-24; Special Civic
Events and 4-31 Prohibitions.
Draft October 16, 2019
ORDINANCE NO.
An Ordinance Amending Chapter 4, Alcoholic Liquor;
Section 44 Definitions, Section 4.6 License classification and fees; approval authority;
limitation on number of licenses, Section 4-21 Closing Hours, Section 4.24 Special Civic
Events and Section 4-31 Prohibitions of the City of McHenry's Municipal Code
WHEREAS, the City of McHemy, McHeruy 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;
WHEREAS, the City Council has determined that a revised definition of "Catering
Endorsement" and new definitions of "Mixed Use Special Event Facility", "Special Event" and
"Theatre and Entertainment Center", are required when defining a Class B Liquor License as well as
services provided through a catering endorsement.
WHEREAS, the City Council has determined that there is a need to authorize and regulate
the consumption of alcohol within certain businesses related to theatre and entertainment center
establishments and mixed use event space businesses.
WHEREAS, the City Council has determined a need to regulate the method in which alcohol
is consumed in licensed establishments for health and safety reason, limiting the method to the
traditional method of drinking alcohol in liquid form.
NOW, THEREFORE, BE IT ORDAINED by the CITY COUNCIL of the CITY OF
McHENRY, McHenry County, Illinois, as follows:
SECTION 1: Chapter 4, Alcoholic Liquor, Section 4-1, Definitions, shall be amended to add
the following new definitions:
Sec. 4-1. Definitions.
Catering Endorsement permits the service of Alcoholic liquor for off -site consumption as an
incidental part of food service, sold at a package price as agreed upon under contract and extends the
premise of a business to include City owned parks and property when being requested by the City to
provide alcohol service at a City event
Mixed Use Special Event Facility means a fixed establishment within an enclosed building that
rents space speciall designed for both private events and public events and accommodates a
minimum of (50) fifty patrons,
Special Event: An event being held only by a not -for -profit organization within the City limits in
which the not -for -profit organization offers the retail sale of alcoholic beverages for on -site
consumption, during the time frame of the special event
Alcohol License Amendment 10-21-19, Page 1
Draft October 16, 2019
Theatre and Entertainment Center means an establishment within an enclosed building with
stationary, affixed seating for at least 100 patrons at which the primacy activity is the display of
movies, plays being performed or musical performances being given or in combination thereof.
SECTION 2: Chapter 4, Alcoholic Liquor, Section 4-6, License classification and fees;
approval authority; limitation on number of licenses, is hereby amended to add the following new
approval authority and license classifications.
Sec. 4-6. License classification and fees; approval authority; limitation on number of licenses.
Upon the approval by City Council of an increase in Class A, Class B, Class C, Class F, liquor
licenses the City Cleric is hereby directed to amend this section of the City Code to increase the
number of liquor licenses accordingly.
(b) Class B ("Service") license. Issuance of a Class B license shall authorize the sale of
Alcoholic liquor, for consumption on the premises only when served as follows No full bar
is permitted.
1. Restaurant Table Service: All sales service and consumption conducted at tables*
and
2. Theatre &_ Entertainment Service: All sales and service conducted over a
concession counter with consumption in Theater and Entertainment Center seats• and
3. Mixed Use Service: All sales and service conducted at tables or over a temporary
counter and consumption within the defined area of the Mixed Use Special Event
Facility.
(d) Class D ("Special Event") license. Issuance of a Class D license shall only authorize the
Retail sale of Alcoholic liquor by not -for -profit organizations, for consumption on the premises
during a designated special event. No such license shall be issued for a license period in excess of
days nor shall any private premises be eligible for more than eight such licenses during any calendar
year. The fee for such license shall be $100.00 per event. The premises shall be considered
unlicensed both immediately before and immediately after any Special Event license period.
SECTION 3: Chapter 4, Alcoholic Liquor, Section 4-21, Closing Hours, is hereby amended
to add the following new closing hours:
Sec. 4-21. Closing Hours.
Class B licenses:
® Between the hours of 1 a.m. and 6 a.m. any day of the week
Provided, however, on Memorial.._ Day (observed), Thanksgiving Dav, New Year's Dav and
Independence Dav (4th of July), it shall be lawful for Class B licensees to sell alcoholic liquor until 2
a.m.
SECTION 4: Chapter 4, Alcoholic Liquor, Section 4-24, Special Civic Events, is hereby
amended to add Special Use Permits:
Alcohol License Amendment 10-21-19, Page 2
Draft October 16, 2019
Sec, 4-24. Special Civic Events,
The City Council and the Local Liquor Control Commissioner may from time to time announce
certain Special Civic Events, such as Fiesta Days, where outdoor and public property alcoholic sales
and consumption adjacent to the licensee's property may be permitted. Any Class A and B licensee
wishing to sell Alcoholic liquor outdoor and on public properly at Special Civic Events must attend a
meeting of licensees at a time and place designated by the Local Liquor Control Commissioner or his
designee. Notice of the meeting will be sent to all Class A and B licensees approximately one month
prior to the Special Civic Event. At the completion of the meeting, each licensee will receive a
Special Civic Event Endorsement permitting off -premise, outdoor and public property sales on a
restricted basis specified in the endorsement.
SECTION 5: Chapter 4, Alcoholic Liquor, Section 4-31, Prohibitions, is hereby amended to
add the following.
Sec. 4-31. Prohibitions.
(c) It shall be unlawful for any business that possess a on premise consumption liquor license to
allow the consumption of alcohol through aLiy means other than the traditional method of
drinking alcohol in the liquid form. Vaping alcohol is strictly prohibited
SECTION 5: If any section, paragraph, subdivision, clause, sentence or provision of this
Ordinance shall be adjudged by any Court of competent jurisdiction to be invalid, such judgment
shall not affect, impair, invalidate or nullify the remainder thereof, which remainder shall remain and
continue in full force and effect.
SECTION 6: All ordinances or parts of ordinances in conflict herewith are hereby repealed to
the extent of such conflict.
SECTION 7: This Ordinance shall be in full force and effect upon its passage, approval and
publication in pamphlet form (which publication is hereby authorized) as provided by law.
Voting Aye:
Voting Nay:
Absent:
Abstain:
(SEAL)
ATTEST:
APPROVED:
Mayor Wayne Jett
Alcohol License Amendment 10-21-19, Page 3
Draft October 16, 2019
City Cleric Trisha Ramel
Passed:
Approved:
Z:\M\McHen yCityof\Ordinances\AlcoholLicense
10-21-19.doc
Alcohol License Amendment 10-21-19, Page 4
CERTIFICATION
I, , do hereby certify that I am the duly appointed, acting and qualified
Clerk of the City of McHenry, McHenry County, Illinois, and that as such Cleric, I am the keeper of
the records and minutes and proceedings of the Mayor and Aldermen of said City of McHenry.
I do hereby further certify that at a regular meeting of the Mayor and Aldermen of the City of
McHenry, held on the day of 2019, the foregoing
Ordinance entitledAn OrdinanceAmending Chapter 4, Alcoholic Liquor, Section 4-1 Definitions
and Section 4.6 License classification and fees; approval authority; limitation on number of
licenses of the City of McHenry's Municipal Code, was duly passed by the City Council of the City
of McHemy.
The pamphlet form of Ordinance No. ,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 day of 2019, 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 day of
Trisha Ramel, Clerk
City of McHemy,
.Henry County, Illinois
(SEAL)
2019.
Appendix A
MUNICIPAL CODE
CHAPTER 4
ALCOHOLIC LIQUOR
Sec. 4-1. Definitions.
Unless the context otherwise requires, the following terms as used in this Chapter shall be
construed according to the definitions given below:
Agent means an authorized representative of the Licensee who has supervisory authority over all
employees of the license premises.
Alcoholic liquor means any spirits, wine, beer, ale or other liquid containing more than one-half
of one per cent (1/2 of 1%) of alcohol by volume, which is fit for beverage purposes.
BASSET means a Beverage Alcohol Sellers and Servers Educational Training program or other
similar program, licensed by the state Liquor Control Commission pursuant to 235 ILCS 5/2-
12(11.1) and 6-27 or Title 77 of the Illinois Administrative Code, Chapter XVI, Section 3500, as
amended.
BYOA means Bring Your Own Alcohol
Catering Endorsement permits the service of Alcoholic liquor for off -site consumption as an
incidental part of food service, sold at a package price as agreed upon under contract and extends
the premise of a business to include City owned parks and property when being requested by the
City to provide alcohol service at a City event.
Club means a corporation organized under the laws of this State, not for pecuniary profit, solely
for the promotion of some common object other than the sale or consumption of Alcoholic liquor.
Full Bar means an area within a business that is designed to store, sell, pour, serve and consume
alcoholic beverages which includes a structure in the appearance of a counter, across which
alcoholic beverages served. A full bar can be a standalone component of a business, whose
primary service is the service of alcoholic beverages, or it may be a component added to a
restaurant business who provides tabled food service and alcoholic beverage service as the two
core components of the business.
Full Service Personal Care Establishment is a business establishment that offers multiple
personal care services that when giving individually or combined as a package require a minimum
of (2) two hours to complete, which may include, but is not limited to; hair treatments, haircuts,
nail treatments, body packs and wraps, exfoliation, waxing, aromatherapy, facials, and formal
wear fitting events.
Hotel means any building or other structure kept, used, maintained, advertised and held out to the
public to be a place where food is actually served and consumed and sleeping accommodations
are offered for adequate pay to travelers and guests, whether transient, permanent or residential, in
which twenty-five (25) or more rooms are used for the sleeping accommodations of such guests
and having one or more public dining rooms where meals are served to such guests, such sleeping
accommodations and dining rooms being conducted in the same building or buildings, structure
or structures being provided with adequate and sanitary kitchen and dining room equipment and
capacity.
Mixed Use Special Event Facility means a fixed establishment within an enclosed building that
rents space specially designed for both private events and public events and accommodates a
minimum of (50) fifty patrons.
Restaurant means any public place kept, used, maintained, advertised and held out to the public
as a place where meals are served, and where meals are actually and regularly served without
sleeping accommodations, such place being provided with adequate and sanitary kitchen and
dining room equipment and capacity and having employed therein a sufficient number and kind of
employees to prepare, cook and serve suitable food for its guests.
Retail sale means the sale for use or consumption, and not for re -sale in any form.
Special Event: An event being held only by anot-for-profit organization within the City limits in
which the not -for -profit organization offers the retail sale of alcoholic beverages for on -site
consumption, during the time frame of the special event.
Theatre and Entertainment Center means an establishment within an enclosed building with
stationary, affixed seating for at least 100 patrons at which the primary activity is the display of
movies, plays being performed or musical performances being given or in combination thereof
Sec. 4-2. Mayor designated Liquor Control Commissioner; assistants.
The Mayor of the City shall act as Local Liquor Control Commissioner of the City and, in the
event of a conflict preventing the Mayor from so acting, the designated Local Liquor Control
Commissioner is the City Administrator.
License required.
It shall be unlawful for a business or establishment to sell or offer for sale at retail or allow the
possession or consumption of alcohol without having a valid Liquor License in accordance with
Chapter 4, Section 4-6 of the McHenry Municipal Code.
Sec. 4-4. Applications for licenses.
Applications for licenses required by this Chapter shall be verified in writing and on a form
provided by the City Administrator, signed by the applicant. All applications shall contain the
Following information and statements which shall be true and accurate by the person signing the
application:
(a) The name, age and address of the applicant in the case of an individual; in the case of a
partnership, the persons entitled to share in the profits thereof, and in the case of a
corporation, Club, or limited liability company the date of incorporation or organization,
the objects for which it was organized, the names and addresses of the officers, managers,
members, directors, and all shareholders owning more than 5% of the corporate stock or
membership interest.
2
(b) The citizenship of the applicants) and corporation officers, managers and members, their
place of birth and if a naturalized citizen, the time and place of their naturalization.
(c) The length of time that said applicants) or company has been in the business of selling
Alcoholic liquor.
(d) The location and description of the premises or place of business which is to be operated
under such license.
(e) A statement whether the applicants) or company has made a similar application for a
similar license on premises other than described in this application and the disposition of
such application.
(f) A statement whether applicants) or corporation officers, managers and members have ever
been convicted of a felony or have been previously disqualified to receive a license for any
reason.
(g) Whether a previous license held by the applicant(s) or corporation's officers, managers and
members, by any state or subdivision thereof, or by the federal government has ever been
revoked and the reasons therefore.
(h) A statement that the applicant will not violate any of the laws of the State of Illinois or of
the United States, or any ordinance of this City in the conduct of the proposed business.
(i) Such additional information that the Local Liquor Control Commissioner determines to be
useful in evaluating the application.
(j) The name, age, address, and contact information for an Agent who shall at all times be able
to meet with City officials, whether at the licensed premises or elsewhere in the City, to
address concerns about activities at the premises or other issues relating to the license.
Sec. 4-5. Ineligibility.
No license shall be issued to:
(a) A person who resides more than 10 miles outside the City, unless the Agent designated on
their license application lives within 10 miles of the City.
(b) A person who is not of good character and reputation in the City of McHenry or community
in which they reside.
(c) A person who is not a citizen of the United States.
(d) A person who has been convicted of a felony under any Federal or State law.
(e) A person whose license issued under this Chapter has been revolted for cause.
3
(f) A person who at the time of application for renewal of any license issued hereunder would
not be eligible for such license upon a first application.
(g) A partnership, if any partner would not be eligible to receive a license hereunder for any
reason other than residency within the City, unless the ineligible partners have in the
aggregate less than 5% of the partnership interests.
(h) A limited liability company, if any officer, manager, or member would not be eligible to
receive a license for any reason other than citizenship and residence within the City, unless
the ineligible members own in the aggregate less than 5% of the membership interests.
(i) A corporation, if any officer, manager, director, or stockholder would not be eligible to
receive a license for any reason other than citizenship and residence within the City, unless
the ineligible shareholders own in the aggregate less than 5% of any class of stock.
(j) A trust or any other type of organization that is not a partnership, corporation, or limited
liability company.
(k) A corporation unless it is incorporated in Illinois, or unless it is a foreign corporation which
is qualified under the "Business Corporation Act of 1983" to transact business in Illinois.
(1) A person who has been convicted of a violation of any Federal or State law concerning the
manufacture, possession or sale of Alcoholic liquor, subsequent to the passage of this
Ordinance, or shall have forfeited his bond to appear in Court to answer charges for any
such violation.
(m) A person who does not beneficially own the premises for which a license is sought, or does
not have a lease thereon for the full period for which the license is to be issued.
(n) Any person, partnership, limited liability company, or corporation not eligible for a State
retail liquor dealer's license.
(o) Any current City of McHem•y police officer, Mayor, Alderman/Alderwoman ordepartment
head, unless authorized by a majority vote of the City Council.
(p) A person who is not a beneficial owner of the business to be operated by the licensee.
(q) Any person whose application for liquor license contains false statements or
misrepresentations thereon.
(r) Any person whose designated Agent would be ineligible for a license under this Section.
Sec. 4-6. License classification and fees; approval authority; limitation on number of licenses.
Licenses required by this Chapter shall be divided into the following classes. The approval and
authority to issue liquor licenses is the responsibility of the Liquor Control Commissioner with the
approval of the City Council. The Liquor Control Commissioner or appointed designee may issue
Class D "Special Event" licenses and Class E "Bring Your Own Alcohol" licenses without prior
Council approval when the license does not involve the use of additional City services or public
property.
Upon approval by the City Council of an increase in Class A, Class B, Class C, and Class F liquor
licenses and by the Mayor of Class E liquor licenses, the City Clerk is hereby directed to amend
this Section of the City Code to increase the number of liquor licenses accordingly. Any time a
license is revoked or voluntarily surrendered, the maximum number of authorized licenses of that
class will reduce by one, and the City Clerk is hereby directed to amend this Section of the Code
to reflect that reduction.
In the event a new license is issued after May 1 st of the year, the license fee for that fiscal year will
be prorated monthly to account for the remaining months in the year.
(a) Class A ("Full Bar") license. Issuance of a Class A license shall authorize the sale of
Alcoholic liquor for consumption on the premises, and the retail sale of packaged liquor.
The annual fee for such licenses shall be $1,500.00, A Class A licensee shall be eligible
to apply for a Catering Endorsement for an additional fee of $300, which shall permit the
service Alcoholic liquor for off -site consumption as an incidental part of food service, sold
at a package price, as agreed upon under contract. Nonprofit organizations with a Class A
license shall be eligible to pay a reduced fee of $500 per year to receive and maintain a
Class A license. No more than 39 Class A licenses shall be in force in the City at any time.
(b) Class B ("Service") license. Issuance of a Class B license shall authorize the sale of
Alcoholic liquor, for consumption on the premises only when served as follows. No full
bar is permitted.
1. Restaurant Table Service: All sales, service, and consumption conducted at
tables; and
2. Theatre & Entertainment Service: All sales and service conducted over a
concession counter with consumption in Theater and Entertainment Center seats;
and
3. Mixed Use Service: All sales and service conducted at tables or over a temporary
counter and consumption within the defined area of the Mixed Use Special Event
Facility.
The annual fee for a Class B license shall be $800. No more than 18 Class B licenses shall
be in force in the City at any time.
(c) Class C ("Packaged Retail") license. Issuance of a Class C license shall authorize the
Retail sale of packaged Alcoholic liquor only. No consumption of Alcoholic liquor shall
be permitted on the premises. The annual fee for a Class C license shall be $1,100. No
more than 23 Class C licenses shall be in force in the City at any time.
(d) Class D ("Special Event") license. Issuance of a Class D license shall only authorize the
Retail sale of Alcoholic liquor by not -for -profit organizations, for consumption on the
5
premises during a designated special event. No such license shall be issued for a license
period in excess of 3 days nor shall any private premises be eligible for more than eight
such licenses during any calendar year. The fee for such license shall be $100.00 per event.
The premises shall be considered unlicensed both immediately before and immediately
after any Special Event license period.
(e) Class E ("BYOA") license. Issuance of a Class E license shall allow for the legal
consumption of alcohol within the premises of an establishment or business that is open to
the public and does not otherwise possess a City issued liquor license. Issuance of a Class
E license does not permit the owner, manager or staff of the business to sell or serve
alcoholic liquor to customers. The annual fee for a BYOA license shall be $250.00. No
more than (2) two Class E licenses shall be in force in the City at any time. Conditions of
the BYOA license are as follows:
1. The licensee shall only permit BYOA to occur on the premises in conjunction with the
purchase of a service within the establishment;
2. Only patrons who are over the age of (21) twenty-one and that are participating in the
service of the business shall be permitted to consume alcohol that has been provided
by the patrons;
3. The licensee may provide glassware and ice to patrons but may not serve alcohol; and
4. It shall be unlawful for any person to carry, transport or possess liquor in an unsealed
and open condition.
(f) Class F, (Full Service Personal Care Establishment) License. Issuance of a Class F
license shall permit a Full Service Personal Care Establishment to serve (not sell) and consume
beer and/or wine only for consumption on the licensed premises as an incidental part of a Full
Service Personal Care Service Establishment. The annual fee for a Class F license shall be
$250.00. The defined number of Class F licenses in force shall be determined by the amount of
licenses authorized by Council, on a case by case basis, and any respective licenses that were
revoked, not renewed or surrendered in accordance with this Code. Conditions of the Class F
license shall include, but not be limited to, the following:
a. Limited Individual Servings: The serving of beer and/or wine intended for consumption
on the licensed premises shall be limited to individual servings of beer and/or wine as
part of a package of personal care services. No more than two (2) servings of beer (each
not to exceed 12 ounces) or wine (each not to exceed 4 ounces) per customer shall be
permitted on the licensed premises per calendar day;
b. Incidental to Business Operation: The serving of beer and/or wine for consumption on
the licensed premises shall be merely incidental to the primary business operation of
the licensed premises of a full service personal care services establishment, and the
licensed premises shall not be advertised or otherwise held out to be a drinking
establishment;
0
c. Live Entertainment Prohibited: No live entertainment of any nature shall be permitted
on the licensed premises;
d. Daycare or Child Care Facilities: No Class F license will be issued to a personal care
facility within 100 feet of a licensed daycare or childcare facility; and
e. Minimum Business History: Only establishments that have been in business within the
City limits for a minimum of 12 months or applicants who have previously owned a
personal care establishment in the City within the last 12 months that was in business
for a minimum of 12 months and are in good standing with the City and State shall be
eligible for application.
Sec. 4-7. Effect on license if holder becomes ineligible.
If the Licensee identified on the license discontinues operations at the premises described in the
application and license for a period of 30 consecutive days (except as hereafter set forth or
businesses that are seasonal by nature), or whenever there is clear evidence of an intent of the
licensee to abandon the premises, said license shall be deemed void, and the license shall cease to
exist upon written notice to the Licensee by the Local Liquor Control Commissioner. Thereafter,
the total member of available licenses for that class shall be reduced by action of the City Council.
If said discontinued operation is due to fire or other such damage wherein the Building Inspector
deems the premises uninhabitable, said 30-day period shall be tolled until occupancy is granted by
the Building Inspector.
Sec. 4-8. Disposition of fees.
All license fees shall be paid to the Mayor at the time application is made, and shall be forthwith
turned over to the Finance Director. In the event the license applied for is denied, the fee shall be
returned to the applicant; if the license is granted, then the fee shall be deposited in the general
corporate funds or in such other funds as shall have been designated by the Council.
Sec. 4-9. Personal nature of licenses; expiration date.
A license shall be a purely personal privilege, good for the license period which shall expire on
April 30th next following the date of issuance, unless sooner revoked, and shall not constitute
property nor shall it be subject to attachment, garnishment or execution, nor shall it be alienable
or transferable, voluntarily or involuntarily, or subject to being encumbered or hypothecated. Such
license shall not descend by the laws of testate or intestate devolution, but it shall cease upon the
death of the licensee, provided that executors or administrators, of the estate of any deceased
licensee, and the trustee of any insolvent or bankrupt licensee, when such estate consists in part of
Alcoholic liquor, may continue the business of the sale or manufacture of Alcoholic liquor under
order of the appropriate court, and may exercise the privileges of the deceased or insolvent or
bankrupt licensee after the death of such decedent, or such insolvency or bankruptcy until the
expiration of such license but not longer than 6 months after the death, insolvency or bankruptcy
of such licensee. A refund shall be made of that portion of the license fees paid for any period in
which the licensee shall be prevented from operating under such license in accordance with the
provisions of this Section.
Sec. 440. License renewal.
(a) Any licensee may renew his license at the expiration thereof, provided he is then qualified
to receive a license and the premises for which such renewal privilege is sought are suitable
7
for such purpose; and provided further, that the renewal privilege herein provided for shall
not be construed as a vested right which shall in any case prevent the Mayor and City
Council from decreasing the number of licenses to be issued in his jurisdiction.
(b) A licensee may during the first 15 days of the license period waive his renewal privilege
in writing to a new operator without first malting application for a renewal of license in his
own name, thereby surrendering his privilege of renewal.
Sec. 4-11. Effect on license due to change in ownership; transfer fee.
(a) Any changes in partnership, officers, directors, persons holding directly or beneficially
more than 5% of the stock, partnership, membership, or ownership interest, managers of
businesses licensed under this Chapter, shall be reported in writing to the Liquor Control
Commissioner within 10 days of the change. All new personnel shall meet the standards of
this Chapter and must otherwise qualify to hold a liquor license. All such changes in
personnel shall be subject to review by the Local Liquor Control Commissioner within 30
days of the change.
(b) Upon such a change in ownership, the pre-existing license shall be deemed terminated and
the new license shall be applied for by the new ownership, and a transfer fee of $250 shall
be paid.
Sec. 4-12. License for one location only.
Licenses issued hereunder apply only to the premises described in the application and in the license
issued thereon, and only one location shall be so described in each license.
Sec. 4-13. Sales near churches, schools, etc.
No license shall be issued under the terms and conditions of this Chapter for the sale at retail of
any Alcoholic liquor within a distance of 100 feet of any church, school, or hospital. No person
shall hereafter engage in the business of retail of any Alcoholic liquor within a distance of 100 feet
of any undertaking establishment or mortuary. Notwithstanding any provision of this Section to
the contrary, the Local Liquor Commissioner may, in his discretion, based on the circumstances,
grant an exemption to the prohibition in this paragraph.
Sec. 4-14. License revocation authorized.
(a) No person holding a license issued by the City shall, in the conduct of the licensed business
or upon the licensed premises, either directly or through an Agent or employee of the
licensee:
1. Violate or permit a violation of any federal law or state statute related to the control
of liquor.
2. Violate or permit a violation of any city ordinance or resolution regulating the sale
of Alcoholic liquor or relating to the eligibility of the licensee to hold a liquor
license.
3. Violate or permit a violation of any rule or regulation of the Illinois Liquor
Control Commission as revised from time to time.
4. Permit the sale and/or consumption of any Alcoholic liquor outdoors except upon
issuance of specific permit or license by the McHenry City Council,
5. Permit the sale and/or consumption of any Alcoholic liquor outdoors during a
Special Civic Event without an endorsement under Section 4.24.
6. Allow fighting, disorderly conduct or excessive noise constituting a nuisance or
tumultuous conduct of patrons and/or employees of licensee, as defined in the
McHenry City Code, to take place on the licenses premises or on, about and/or
adjacent to the property where the licenses premises are located.
7. Knowingly allow the use, sale or possession of illegal narcotics on the licensed
premise.
8. Allow patrons to serve or distribute Alcoholic liquor to minors on the licensed
premises or allow minors to drink Alcoholic liquor on the licensed premises.
9. Fail to call the City Police Department upon the violation of any City ordinance or
state law relating to fighting, disorderly conduct or excessive noise constituting a
nuisance or tumultuous conduct of patrons and/or employees on the licensed
premises.
10. Submit to the Mayor an application for license containing a false or misleading
statement.
(b) Proof before the Liquor Control Commissioner of the facts which establish a violation of
any federal law, state statute, City ordinance or resolution or rule of the Illinois Liquor
Control Commission shall be sufficient cause for revocation, suspension, alteration of
hours on a temporary or permanent basis and fine of any liquor licensee, irrespective of
whether or not a conviction has been obtained in any court. In addition, the licensee shall
be obligated to reimburse the City for all attorney's fees incurred as a result of the
prosecution of the offending licensee.
(c) All appeals from the decision of the City of McHenry Local Liquor Control Commissioner
shall be limited to a review of the official record of proceedings.
Sec. 445. Relicensing after revocation.
If such license shall be permanently revoked, no license shall be granted to any person for a period
of 1 year thereafter for the conduct of the business of selling Alcoholic liquor in the premises
described in such revoked license.
G�
Sec. 4-16. Hearing on revocation.
No license issued hereunder shall be revoked except after a hearing, with at least 3 days' notice
having been given to the licensee for an opportunity to appear and defend the charges against him.
Sec. 4-17. Peddling.
It shall be unlawful to peddle Alcoholic liquor in the City.
Sec. 4-18. Sanitation generally.
All premises used for the Retail sale of Alcoholic liquor, or for the storage of such liquor for such
sale, shall comply in all respects with the provisions of this Code.
Sec. 4-19. Minimum age of bartenders and persons serving Alcoholic liquor.
No licensee hereunder may employ any person under the age of 21 years for the purpose of
bartending or drawing, pouring, dispensing or mixing any Alcoholic liquor. Provided however,
this Section shall not prohibit licensees from employing persons 18 years of age or older to serve
Alcoholic liquor to customers at tables in Restaurants for consumption on the premises.
Sec. 4-20. Minimum age of persons conducting Retail sale of packaged Alcoholic liquor.
No licensee hereunder may employ any person under the age of 21 years for the purpose of
conducting the sale of any Alcoholic liquor in packages.
Sec. 4-21. Closing hours.
Except as otherwise provided for herein, it shall be unlawful to sell or offer for sale at retail, give
away or deliver, either in, upon or from any licensed premises as follows:
Class A licensees:
• Monday through Friday: between the hours of 1 a.m. and 6 a.m.
• Saturday and Sunday: between the hours of 2 a.m. and 6 a.m.
Provided, however, on Memorial Day (observed), Thanksgiving Day, New Year's Day and
Independence Day (4th of July), when those holidays fall on Monday —Friday, it shall be lawful
for Class A licensees to sell alcoholic liquor until 2 a.m.
Class B licenses:
• Between the hours of 1 a.m. and 6 a.m. any day of the week
Provided, however, on Memorial Day (observed), Thanksgiving Day, New Year's Day and
Independence Day (4th of July), it shall be lawful for Class B licensees to sell alcoholic liquor
until 2 a.m.
Class C licenses:
• Between the hours of 12 a.m. and 6 a.m. any day of the week
Class D and E licensees:
• As defined on the Special Event Liquor License and BYOA License, but not
between the hours of 12 a.m. and 6 a.m.
10
Class F licensees:
• In no case shall the serving, and/or consumption on the licensed premises of
beer and/or wine take place outside of the normal business hours of the licensed
premises and, in any event, not between the hours of 12 a.m. and
During prohibited hours, it shall be unlawful to keep open for business, to admit the public to, to
permit the public to remain within or to permit the consumption of Alcoholic liquor by employees
or members of the public in or upon the licensed premises. Officers of the City's Police Department
shall be permitted access for purposes of inspection to ensure compliance with this Section.
Sec. 4-22. Use of premises following legal closing hours.
Every location in which Alcoholic liquor is sold under this Chapter shall observe the following
rules and regulations:
(a) Within 15 minutes after required closing, all customers shall be off the premises, and all
containers of alcohol shall be emptied and removed from the areas accessible to customers.
(b) During said 15-minute period, no employee shall be stationed behind the bar or any service
counter for the sale of Alcoholic liquor provided, however, that if there are no customers
on the premises during such period of time, employees may go behind such bar or service
counter for any purpose other than for the sale or dispensation of Alcoholic liquor.
(c) All exterior lights shall be extinguished at the closing hour in effect for that day.
(d) After the expiration of the said 15 minutes, employees may proceed with such nightly
clean-up routine as may be desired in any section of the premises.
(e) No patrons shall be permitted entrance into the premises after the closing hour, and all
doors of the establishment shall be locked at the closing our,
(f) Employees of any licensed establishment shall immediately upon request admit officers of
the McHenry Police Department for the purpose of inspection of the premises to ensure
compliance with the provisions of this Section.
Sec. 4-23. View from street.
In premises upon which the sale of Alcoholic liquor for consumption on the premises is licensed,
no screen, blind, curtain, partition, article or thing shall be permitted in the windows or upon the
doors of such licensed premises nor inside such licensed premises, which shall prevent a clear
view into the interior of such licensed premises from the street, road or sidewalk at all times, and
no booth, screen, partition or other obstruction nor any arrangement of lights or lighting shall be
permitted in or about the interior of such premises which shall prevent a clear and full view of the
entire interior of such premises from the street, road or sidewalk, and such premises shall be so
located as to provide for such a view. All rooms where liquor is sold for consumption upon the
premises shall be continuously lighted during business hours by natural light or by artificial white
light so that all parts of the interior of the premises shall be clearly visible. In case the view into
11
any such licensed premises required by the foregoing provisions, shall be willfully obscured by
the licensee or by him willfully suffered to be obscured or in any manner obstructed, then such
license shall be subject to revocation in the manner herein provided. In order to enforce the
provisions of this Section the Mayor shall have the right to require the filing with the City of plans,
drawings and photographs showing the clearance of the view as above required.
Sec. 4-24. Special Civic Events.
The City Council and the Local Liquor Control Commissioner may from time to time announce
certain Special Civic Events, such as Fiesta Days, where outdoor and public property alcoholic
sales and consumption adjacent to the licensee's property may be permitted. Any Class A and
Class B licensee wishing to sell Alcoholic liquor outdoor and on public property at Special Civic
Events must attend a meeting of licensees at a time and place designated by the Local Liquor
Control Commissioner or his designee. Notice of the meeting will be sent to all Class A and B
licensees approximately one month prior to the Special Civic Event. At the completion of the
meeting, each licensee will receive a Special Civic Event Endorsement permitting off -premise,
outdoor and public property sales on a restricted basis specified in the endorsement.
Sec. 4-25. Purchasing, accepting, possessing, consuming by minors.
(a) The purchase, acceptance or possession of any Alcoholic liquor by any person under the
age of 21 years is forbidden. This Section does not apply to possession by a person under
the age of 21 years making a delivery of an Alcoholic liquor in pursuance of the order of
his parent or in pursuance of his employment.
(b) The consumption of any Alcoholic liquor by any person under the age of 21 years is
forbidden.
(c) The possession and dispensing or consumption by a minor of Alcoholic liquor in the
performance of a religious service or ceremony, or the consumption by a minor under the
direct supervision and approval of the parents or parent of such minor in the privacy of a
home, is not prohibited by this Section.
Sec. 4-26. Sale or delivery to minors.
No licensee nor any officer, associate, member, representative, Agent or employee of such licensee
shall sell, give or deliver Alcoholic liquor to any person under the age of 21 years or to any
intoxicated person or to any person known by him to be intoxicated or suffering from any mental
illness. No person, after purchasing or otherwise obtaining Alcoholic liquor, shall sell, give or
deliver such Alcoholic liquor to another person under the age of 21 years, except in the
performance of a religious ceremony or service.
Sec. 4-27. Illinois BASSET Alcohol Certification Program.
(a) Successful completion of a BASSET program, or other similar program as approved by the
Chief of Police and the Illinois Liquor Control Commission, is required for all persons who
sell or serve Alcoholic liquor, all management personnel working in a licensed premises,
and anyone whose job description entails the checking of identification for the purchase of
Alcoholic liquor pursuant to the license.
12
(b) Any new owner, manager, employee, or Agent requiring BASSET training shall, within 30
days from their first day of employment or other association with a licensee, enroll in a
BASSET approved program and then complete the program successfully within 60 days of
enrollment. Until successful completion of the program, such person shall work under the
direct supervision of a person who is BASSET certified.
(c) BASSET certification or other approved training shall be valid only for three years or such
shorter time as may be specified by the certification program. After the certification
expires, re -certification is required. If there is a lapse in certification, the individual must
work under the direct supervision of a person who is BASSET certified. Any lapse in
certification of more than 60 days shall be a violation of this Chapter.
(d) Photocopies of certificates of completion of a BASSET program shall be maintained by
the licensee in a manner that will allow inspection, upon demand, by a member of the
Police Department or the Local Liquor Control Commission. In addition, a copy of each
BASSET certification must be presented to the McHenry Police Department (Investigation
Section) upon completion.
(e) In the event a licensed premises is found to be in violation of any provision of this Chapter
or the Liquor Control Act of 1934 (235 ILCS 511 A et seq.), the Commissioner, within their
sole discretion, and in addition to any other actions which may be taken in response to
violations of this Chapter, may require all persons who sell or serve Alcoholic liquor and/or
all management personnel working in a licensed premises and/or anyone whose job
description entails the checking of identification for the purchase of Alcoholic liquor
pursuant to the license to re -apply, attend and successfully complete a BASSET program
at the Police Department.
Sec. 4-28. Misrepresenting age.
Any person under the age of 21 years who misrepresents his or her age for the purpose of
purchasing or obtaining Alcoholic liquor from any retail licensee in the City shall be guilty of
violating this Code.
Sec. 4-29. Warning to minors.
All licensees under this Chapter shall display at all times, in a prominent place, a printed card
which shall read substantially as follows:
WARNING TO MINORS
You are subject to a fine of up to $750.00 under the ordinances of the City of McHenry if you
are under the age of 21 and purchase Alcoholic liquor or misrepresent your age for the
purpose of purchasing or obtaining Alcoholic liquor.
Sec. 4-30. Parental responsibility for violations.
Any parent or guardian who shall knowingly suffer or permit any minor child who is his child or
ward, to violate any provision or provisions of this Chapter, shall be guilty of violating this Code.
Sec. 4-31. Prohibitions.
13
(a) It shall be unlawful for any person maintaining, owning or operating a commercial
establishment located within the City, at which Alcoholic liquor is offered for sale for
consumption on the premises, to permit or allow the following activity to be conducted on
the premises of such a commercial establishment, all of which activity is defined in Article
1 of Chapter 2.50 of this Code: adult business; adult entertainment center; adults -only
activity, bookstore, motion picture theater(s), adult -only sauna; nudity; obscene activity;
rap parlor; sadomasochistic activity; or sexual conduct activity.
(b) It shall be unlawful for any establishment defined as an adult business pursuant to the City
of McHenry Zoning Ordinance to sell, distribute or permit Alcoholic liquor on the
premises.
(c) It shall be unlawful for any business that possess a on premise consumption liquor license
to allow the consumption of alcohol through any means other than the traditional method
of drinking alcohol in the liquid form. Vaping alcohol is strictly prohibited.
Sec. 4-32. Penalty for violation of Chapter.
Any person, firm or corporation violating any provision of this Chapter shall be subject to license
suspension or revocation, alteration of hours on a temporary or permanent basis and fines of not
less than $400.00 nor more than $1,000.00 for each offense committed on each day during, or on
which, a violation occurs or continues, plus reimbursement of legal fees incurred by the City in
the prosecution of liquor code violations against the licensee.
Published 10-21-19
14
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2100
Fax: (815) 363-2119
www.ci.mchenry.il.us
AGENDA SUPPLEMENT
DATE: October 21, 2019
T0: City Council
FROM: Wayne Jett, Mayor
Derik Morefield, City Administrator
RE: Consideration of a Class B Liquor License for Mixin Mingle, Inc., 1118 N. Green
Street, McHenry and adoption of an Ordinance increasing the number of Class B
Licenses from 18 to 19
ATT: Application
Ordinance
The proprietors of Mixin Mingle, doing business at 1118 N. Green Street, are seeking a Class B
liquor license (under the expanded licensing definition approved in the previous agenda item) to
be able to provide the service of alcohol as part of their services.
A background check has been successfully completed and staff have met with the business to
discuss all liquor licensing requirements. Issuance of the license is cononed all related fees
and other requirements being met.
If Council concurs then it is recommended that a motion be approved to adopt the attached
Ordinance, increasing the number of Class B liquor licenses from 18 to 19 and that a Class B
liquor license be issued to Mixin Mingle, Inc., located at 1118 N. Greet Street.
Page 2 of 7
Have the applicants) (including all 5% or higher owners), corporation, LLC, or partnership ever engaged in the
business or sale of alcoholic liquor at any other location? (Yes or No)
If Yes, list information below.
Name of Person
Name of associated
corporation,'LLC or partnership
DBA Name
Address
Mixin Mingle
124 Cass St, Woodstock IL 60098
Illinois State Liquor License Number 1X1140339
Applicant's Retailer's Occupational tax (ROT) Registration Number
40203204
Has applicant been delinquent in the payment of the Retailer's Occupational
Tax (Sales Tax)? (Yes or No)
n
If you answered "Yes" above provide a reason otherwise mark N/A. N/ n
'V /1
List the name and address of dram shop insurance company along with the policy number(s) for both the applicant business
and the owner of the building in which the alcoholic liquor will be sold for the duration of the license.
Name:
Address:
Policy Number
Society Insurance
Crum -Halsted Agency Inc 407 E Congress Parkway Unit C
BP19021549
The following questions are in relation to the McHenry City Liquor Ordinance and Illinois law as it pertains to liquor licensing.
All questions must be answered honestly. Failure to do so may disqualify you from the application process.
Are you familiar with all the laws of the United States, State of Illinois and ordinances of the City of McHenry
pertaining to the sale of alcoholic liquor; and will you abide by them 2 (Yes or No)
yes
Will you maintain the entire premises in a safe, clean and sanitary manner free from conditions, which might
cause accidents (Yes or No)
yes
Will you attempt to prevent rowdiness, fights and disorderly conduct of any kind and immediately notify the
McHenry Police Department is any such events take place? (Yes or No)
yes
Has any manufacturer, importing distributor or distributor of alcoholic liquors directly or indirectly paid or agreed
to pay for this license, advanced money or anything else of value or any credit (other than merchandising credit
in the ordinary course of business for a period not in excess of 90 days), or is such a person directly or indirectly
interested in the ownership, conduct or operation of the place of business? (Yes or No)
no
Have any the applicants, including all listed agents and partners who have a minimum of a 5% ownership in
the business been convicted of any violation of any law pertaining to alcoholic liquors? (Yes or No)
n O
7f "Yes" provide the name of the applicant and a description of the violation
Name
Description: include date and location
Have any of the applicants, including all listed agents and partners who have a minimum of a 5°°ownership in
the business been convicted of a felony or misdemeanor? (Yes or No)
n O
if "Yes" provide the name of the applicant and a description of the violation
Name
Description: include date and location
Page 4 of 7
A`List of all owners, partners, stock holders and members must be listed below.
Owner #1:
Name Nate' Shreeves
DOB
Address
Percentage of Ownership '
Citizenship (Birth or Naturalization) birth
If Naturalized: List time & place of naturalization
Employment History for Last 10 Years
Employer
Occupation
Address
Dates
Mixin Mingle
124 Cass St Woodstock, IL
Owner#2:
Name
of naturalization
DOB
Address
Phone
Percentage of Ownership
Citizenship
(Birth or Naturalization)
If Naturalized: List time & place
Employment History for Last 10 Years
Employer
Occupation
Address
Dates
Owner #3:
Name
of naturalization
DOB
Address
Phone
Percentage of Ownership '
Citizenship (Birth or Naturalization)
If Naturalized: List time & place
Employment History for Last 10 Years
Employer
Occupation
Address
Dates
Page 6 of 7
Owner #4:
Name
of naturalization
DOB
Address
Phone
Percentage of Ownership
Citizenship (Birth or Naturalization)
If Naturalized: List time & place
Employment History for Last 10 Years
Employer
Occupation
Address
Dates
Owner #5:
Name
of naturalization
DOB
Address
Phone
Percentage of Ownership
Citizenship (Birth or Naturalization)
If Naturalized: List time & place
Employment History for Last 10 Years
Employer
" Occupation
Address
Dates
Owner#6:
Name
of naturalization
DOB
Address
Phone
Percentage of Ownership
Citizenship (Birth or Naturalization)
If Naturalized* List time & place
Employment History for Last 10 Years
Employer
Occupation
"Address
Dates
Page 6 of 7
Owner #7:
Name
DOB
Address
Phone
Percentage of Ownership
Citizenship (Birth or Naturalization)
If Naturalized: List time place of naturalization
Employment History for Last 10 Years
Employer
Occupation
Address '`
bates
Owner #8:
Name
of naturalization
DOB
Address
Phone
Percentage of Ownership
Citizenship
(Birth or Naturalization)
If Naturalized: List time & place
Employment History for Last 10 Years
Employer
Occupation
Address
bates
Owner #9:
Name
of naturalization
DOB
Address
Phone
Percentage of Ownership
Citizenship (Birth or Naturalization)
If Naturalized: List time & place
Employment History for Last 10 Years
Employer
Occupation
Address
bates
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I, the undersfgnexl. bring first dul�swom, deposes -and says•fhat i ); hav$read.ttte•abovaand foregoing IFpplication, caused,tl1e•
back
ground check bvthe Local LiquorControl Commissionorot^his ttssigr mpridttpree to cvmplvs .ftall CitylOrdinbnoesand the rules
slated on thissppiipation.
SOLE PRQPRIE,T9R;
Signature of Applicant
�rtntflhama
PARTNERSHIP:
(Autho�ized#,lgen# ofthe�srtnership�
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Print Name
Title
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ACaEiW; 161ust be,signed ib}r.agent:also if:agent is not a ;5wner�
Signature of Local Manager
Print Name
Amending Section 4-6(b) of Municipal Code Chapter 4, Alcoholic Liquor
Increasing the Number of Class "B" Liquor Licenses in Effect from
Seventeen (18) to Eighteen (19).
WHEREAS, the City of McHemy, McHemy 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.
NOW, THEREFORE BE IT ORDAINED by the City Council of the City of
McHenry, McHenry County, Illinois, as follows:
SECTION 1: Section 4-6(b) of the Municipal Code relating to liquor license
classifications, shall be amended as follows:
(b) Class B ("Service") license. Issuance of a Class B license shall authorize the sale of Alcoholic
liquor, for consumption on the premises only when served as follows. No full bar is
permitted.
1. Restaurant Table Service: All sales, service, and consumption conducted at tables;
and
2. Theatre &Entertainment Service: All sales and service conducted over a concession
counter with consumption in Theater and Entertainment Center seats; and
3. Mixed Use Service: All sales and service conducted at tables or over a temporary
counter and consumption within the defined area of the Mixed Use Special Event
Facility.
The annual fee for a Class B license shall be $800. No more than 19 Class B licenses shall
be in force in the City at any time.
SECTION 2: If any section, paragraph, subdivision, clause, sentence or provision of
this Ordinance shall be adjudged by any Court of competent jurisdiction to be invalid, such
judgment shall not effect, impair, invalidate or nullify the remainder thereof, which remainder
shall remain and continue in full force and effect.
SECTION 3: All ordinances, orpar-ts thereof, in conflict herewith are hereby repealed
to the extent of such conflict.
SECTION 3: This ordinance shall be published in pamphlet form by and under the
authority of the corporate authorities of the City of McHemy, Illinois.
SECTION 4: This ordinance shall be in full force and effect from and after its
passage, approval and publication, as provided by law.
Passed and approved this 21 st day of Octoer, 2019.
Alderwoman Baehne
Alderman Devine
Alderman Glab
Alderman Mihevc
Alderwoman Miller
Alderman Santi
Alderman Schaefer
Wayne Jett, Mayor
Ayes Nays Absent Abstain
Trisha Ramel, City Clerk
v Department of Community &
NVA-
Economic Development
� McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
V Fax: (815) 363-2173
www.cityofmchenry.org
TO:
FOR:
I�:idl�il
RE:
ATT:
fil
i7
3
AGENDA SUPPLEMENT
Mayor and City Council
October 21, 2019 Regular City Council Meeting
Douglas Martin, Director of Economic Development
Annexation of Property located at 1208 Charles Street
Location Map
Ordinance annexing property located at 1208 Charles Street
Application Packet
AGENDA ITEM SUMMARY:
The owners of the property located at 1208 Charles Street are requesting annexation to the City
of McHenry to connect to the City's sewer system.
BACKGROUND:
The property located at 1208 Charles Street is currently unincorporated, and the owners would
like to connect to the City's sewer system. The subject property is contiguous to the City to the
east. It has been the policy of the City Council to require annexation to the City to connect to the
City's water and/or sanitary sewer system.
ANALYSIS:
Pursuant to Article III of the City's zoning ordinance, upon annexation to the City of McHenry, the
subject property will be automatically classified to RS-3, Medium -High Density Single -Family
Residential due to its size, approximately 9,957 square feet. The Plat of Annexation must be
adjusted to extend to the far sides of Lake Street and Charles Street.
RECOMMENDATION:
Therefore, if the City Council concurs it is recommended that a motion be made to approve the
attached ordinance annexing the property at 1208 Charles Street be approved (Mayor and City
Council vote -simple majority required).
Department of Community &
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.cityofmchenry.org
LOCATION MAP: 1208 Charles Street
Department of Community &
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.cityofmchenry.org
ORDINANCE NO. 19-
AN ORDINANCE ANNEXING PROPERTY COMMONLY KNOWN AS 1208 CHARLES STREET IN
MCHENRY COUNTY, ILLINOIS
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as
contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the
passage of this Ordinance constitutes an exercise of the City's home rule powers and functions
as granted in the Constitution of the State of Illinois; and
WHEREAS, a written petition has been filed with the City Clerl< requesting annexation of
said real estate to the City legally described on "Exhibit A", attached hereto and incorporated
herein, the "SUBJECT PROPERTY", along with a complete and accurate plat of said real estate
incorporated herein and attached hereto on "Exhibit B", and which petition has been filed in
accordance with 65 ILCS 5/7-1-8; and
WHEREAS, said real estate is not located within any other municipality or subject to an
annexation agreement with any other municipality, and said real estate is presently contiguous
to and may be annexed to the City in accordance with 65 ILCS 5/744, et seq.; and
WHEREAS, the City of McHenry does not provide library or fire protection services to said
real estate, so notice to the Fire Protection District or Public Library District of the annexation of
said real estate is not required; and
WHEREAS, the City has determined that the annexation of said real estate is in the best
interest of the City, will promote sound planning and growth of the City, and otherwise enhance
and promote the general welfare of the City and its residents.
NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF
MCHENRY, MCHENRY COUNTY, ILLINOIS AS FOLLOWS:
SECTION 1: That the SUBJECT PROPERTY be and the same is hereby annexed to and
made a part of the corporate limits of the City of McHenry, including any and all portions of
adjacent street, roads or highways as provided by law.
SECTION 2: Pursuant to Article III General District Regulations, Section D of the City's
Zoning Ordinance, immediately upon annexation, the Subject Property being approximately
Department of Community &
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.cityofmchenry.org
9,957 square feet in size, is hereby classified RS-3 Medium -High Density Single -Family Residential
District.
SECTION 3: The City Clerl< is hereby directed to cause a certified copy ofthis ordinance,
together with said plat, to be recorded in the Office of the Recorder of Deeds of McHenry County,
Illinois. Following the recordation of this ordinance and plat, a copy thereof shall be filed in the
Office of the Clerk of McHenry County, Illinois.
SECTION 4: This Ordinance shall be published in pamphlet form by and under the
authority of the corporate authorities of the City of McHenry, McHenry County, Illinois.
SECTION 5: This Ordinance shall be in full force and effect from and after its passage,
approval, and publication in pamphlet form as provided bylaw.
PASSED THIS DAY OF
AYES:
NAYS:
ABSTAINED:
ABSENT:
NOT VOTING:
APPROVED THIS DAY OF
MAYOR
ATTEST:
Cy�i'Ly��:IC/
2019
2019
Department of Community &
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.cityofmchenry.org
EXHIBIT A
LEGAL DESCRIPTION OF THE SUBJECT PROPERTY
Department of Community &
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www. c ityofm c h e n ry. o rg
EXHIBIT B
PLAT OF ANNEXATION OF SUBJECT PROPERTY
(ON FILE WITH THE OFFICE OF THE CITY CLERK)
PETITION rUM ANNEXATION
The undersigned Petitioners, Robert E. Freund, hereinafter col[ect[vely referred to as
"PETITIONERS", hereby request to annex to the City of McHenry, McHenry county,
Illinois, hereinafter referred to as "CITY", the real estate legally described on "Exhibit A"
attached hereto and made a part of this Petition by reference, hereinafter referred to as
the "SUBJECT PROPERTY".
The PETITIONERS represent and state under oath as follows:
A. The PETITIONERS are the sole owners of record of the SUBJECT PROPERTY.
B. There are no electors who reside upon the SUBJECT PROPERTY.
C_ The SUBJECT PROPERTY consists of one contiguous tract of land, al[ of which is
not within the corporate boundaries of any municipality, and is presently contiguous
to the corporate boundaries of the CITY.
D. An accurate plat of the SUBJECT PROPERTY has been as presented as "Exhibit B"
attached hereto and made a part of this petition by reference.
E. This petition is filed pursuant to and in accordance with the provisions of Section 65
ILCS 5/7-1-1, et seq., of the Illinois Municipal Code, and the SUBJECT PROPERTY
meets all -statutory requirements for annexation to the CITY.
The PETITIONERS hereby respectfully request as follows:
1. That the CITY enact an ordinance annexing the SUBJECT PROPERTY, including
all roads and highways within or adjoining the SUBJECT PROPERTY as required
by law, pursuant to and in accordance with the provisions of Section 65 ILCS 5/7-1-
8 of the Illinois Municipal Code.
2. That this petition and subsequent annexation of the SUBJECT PROPERTY is
contingent upon the PETITIONERS and the CITY entering into a mufual(y
acceptable annexation agreement providing for the rezoning and subdivision of the
SUBJECT PROPERTY.
Dated this 101h day of September, 2019.
The undersigned PETITIONERS, being first duly sworn, on oath depose and state that
they have read the foregoing Petition for Annexation subscribed by them; that they
know the contents thereof; and that the same are true and correct to the best of their
knowledge and belief.
PETITIONERS
Subscribed and sworn to
before, e t is � day
of , 2019.
Notary Public
OFFICIAL. SEAL.
MICHELt.E T MILACH
NOTAKI PUBLIC -STATE OP ILLIN0IS
MY coMMISSION EXPIRES:11117119
2
Exhiblt A
Legal Description or the SUBJECT PROPERTY
LOT 3 IN CONWA1'0 SUBDIVISION, BEING A SUBDIVISION OF PART OF THE
SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 45
NORTH, RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE
PLAT THEREOF RECORDED AUGUST 16, 1923 AS DOCUMENT NO, 60164, IN BOOK 4 OF
PLATS, PAGE 99, EXCEPTING THEREFROM ANY PART OF THE LAND CONDENMED FOR
HIGHWAY PURPOSES IN CASE NUMBER 92ED20 IN MCHENRY COUNTY, ILLINOIS,
Permanent Real Estate Index Number: 09-25-353-001
Address of Real Estate: 1208 Charles St, McHenry, IL 60050
7
Exhibit B
Plat of Survey of the SUBJECT PROPERTY
The plat is subject to the following requirements:
1. It must be prepared by a registered land surveyor and bear an ornal signature and
seal.
2. It must be a high quality blue line, or be prepared on mylar or good quality vellum.
3. It must accurately depict the SUBJECT PROPERTY, and include all unincorporated
highways within or adjacent to the SUBJECT PROPERT as part of the territory being
annexed (where appropriate).
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Department of Community &
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.ci.mchenry.il.us
Discussion Item Summary
TO: Mayor and City Council
FROM: Ross Polerecky, Community Development Director
FOR: October 21, 2019 Regular City Council Meeting
RE: Capital Development/ Impact Fee Study Discussion
Capital Development Fees
Water and Sewer capital development fees are fees collected at the issuance of a building permit
in order to cover the upgrade/expansion of public infrastructure (water and sewer utilities)
associated with the addition of that building or structure. In September of 2018 the City Council
agreed to a one year capital development and impact fee reduction of 50% in order to encourage
the development of single family homes within existing subdivisions and/or individual vacant
parcels. With the reduction, Council directed staff to perform a complete capital development
fee study. A request -for -proposals (RFP) was developed and contract awarded to Baxter and
Woodman to perform the study. Baxter and Woodman will be at the October 215t meeting to
present its findings to Council. In summary, two options will be presented for moving forward.
This is a discussion item only as staff is looking for direction from Council as to which option is
preferred. Once direction is received, staff will develop an Ordinance to bring back to Council
adjusting the fee schedule. Attached is the study for your review.
Impact Fees
Impact fees are fees collected at the issuance of a residential single family home building permit.
These fees are collected in order to offset the cost associated with the impact of the added
population to the community, these fees are distributed to the schools, parks, library and fire
district. In 1972, the Village of Naperville, Illinois began to assess impact fees for road
improvements and later used the number of bedrooms in a home to determine school impact
fees, which became known as the "Naperville Formula". Many communities, including the City of
McHenry, have adopted this formula to calculate local impact fees. In summary, the
determination of impact fees is based off of the value of a 1-acre parcel of improved land — that
is, land that has been partially or fully developed for use. Any of the following activities on a piece
of raw land will result in improved land: landscaping and grading; installation of utilities;
Department of Community &
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.ci.mchenry.il.us
construction of roads, curbs, or gutters; and construction of buildings. In January of 2004 the
City of McHenry determined that the value of a 1-acre parcel was $107,586 and impact fees were
based off of this value. Per our existing Ordinance, they have been adjusted each year according
to the Chicago Area Consumer Price Index.
To determine the actual value of land, staff contracted with land use and valuation consultants
Harrison and Associates to perform a Developer Donation Consultation. The findings of the
analysis resulted in a decrease of the value of 1-acre of improved land to $80,000. Attached is
the full report from Harrison and Associates
Based on the October 215t meeting, staff is seeking direction from Council to prepare an
Ordinance amending the impact fee schedule for presentation to Council, with the updated
capital development fee schedule, at a future council meeting.
City of ITIchenry, Ininois
• Capital Development1
TABLE OF CONTENTS I
Section
EXECUTIVE SUMMARY
1. INTRODUCTION
1.1 Study Purpose and Scope...........................................................................................................11
1.2 Existing System. 9 10 R a a 0 9 a a 0 a a a a 0 K a a 0 9 a R 4 a a 9 N a B a 0 a E a a 0 6 19 9 a a V I I a I a R 0 a ff 10 a I a 0 0 a ff a 9 9 10 R 4 a 9 a a I a a a a 0 0 ff a a 0 0 0 5 w a a & 16 a 4 2 a a & I I 10 0 a a I I I 10 a 0 0 1 a 0 0 10 0 a a 1
1.3 Planned Land Use...... side 1sm*wm1t Betammmm mesa I %We seem Ogg K 0 a A a 0 a a 0 a A a 0 a 10 0 R a 2 2 N 10 a I I a 0 a a 0 0 1 a a a a a a a I a I V 0 E ff a 0 0 8 a 4 1 a N a 9 0 a I 1 9 a a 8 a 0 V a V a a 0 11 a a a 1 S12
2. WATER SYSTEM
2.1 Existing Conditions.......................................................................................................................14
2.2 Near Future Development Conditions..................................................................................14
2.3 Water Distribution System........................................................................................................15
2AElevated Storage. . I 19 1 a K a I a a I I R a a w a a & 0 1 a A a a a 0 a a W a a E a N a ff R a 5 0 E usseew wasollas awffm News lawowtom ages Rawl a I IV WER&MOOO same KBN I OWES @Is Bosom &Its ages kit 15
2.5 Wells and Water Treatment Plants........................................................................................17
2.5.1 Near Future Development Demands.. ISO 5 Rome mesa Iowa MISS I amasses nommmml* Benz we momgmm Baseless Mike seat mums 18
2.5.1.1 Near Future Developments: Option 1...................................................................s 19
2.5.1.2 Near Future Developments: Option 2.....................................................................20
2.5.2 Distant Future Development Demands.......... Mom &0astimmmilts awatmoomsegm oils GORE miss @*Ronnie I egg man 21
2.6 Recommendations.........................................................................................................................22
3. SANITARY SEWER SYSTEM
3.1 Existing Conditions.......................................................................................................................23
3.1.1 Introduction..................................................................................................................... 23
3.1.2 Existing Trunk Sewer Analysis. . a 9 a a E 9 & 10 a 9 X 0 0 0 a s a W 9 a a K a a ff I I a a a E a 0 0 a a a 0 a a I I I a a W 9 a a d 0 1119 a a A 0 11 W 1 0 0 a a I I I a a a a a a a 1 23
3.1.3 Lift Station Analysis................ I I a w A 2 6 a a a a 0 0 a 10 0 a 9 a a 0 1 a a a 10 0 a a 0 a B 9 0 R a a a a 0 & I I I a a ff N 0 a 0 0 1 V A a 0 2 11 V 0 a 0 1 a I I a a a 0 0 a I I a R A a A a 0 6 1 24
3.2 Future Demands............................................................................................................................s25
3.2.1 Bull Valley Trunk Sewer.............................................................................................2 25
3.2.1.1 Legend Lakes Development...... KNIS eargemal gaff ReRaNtEl I laws aamtooewmmmo ISBN a 0 9 a K a A I I I 19 0 E a A 0 0 9 0 4 a K 1 25
3.2.1.2 West Dartmoor Lift Station.............. mile a seems & a I W a a a K A a 9 1119 R 0 a a N a 10 0 a 0 a I I a W a a w 0 0 a 0 a I 12 N 6 8 a a a R V 0 a a a 19 0 a a A a a I a 1 25
3.2.1.3 Preserves of Boone Creek Development...............................................................26
3.2.1.4 Legend Lakes Part 2 Development.........................................................................0 27
3.2.1.5 Fieldstone Lift Station...................................................................................................27
3.2.1.6 Bull Valley Trunk Sewer............................................................................................... 27
3.2.2 Oaks at Irish Prairie Trunk Sewer.......... mail two WOMEN Bill Reassess wwaffIlts me no Otis 1141 a 2 8
3.2.2.1 Oaks at Irish Prairie Development...... I Igo Beat sell mass act I mass meetings so am wall assets 998804 seems 28
3.2.2.2 Doolin Lift Station...........................................................................................................28
3.2.2.3 Oaks at Irish Prairie Trunk Sewer (McHenry Shores Subdivision). 6 19 a 0 ff 2 0 a & 129
3.2.2.4 South Riverside Lift Station.... . a A a d 0 B I I a 4 19 a a I a I a 9 V 2 N I I I I I I a K A I a a I 10 0 a E 9 a a 0 0 a 5 a I & B a 19 a 0 0 29
3.2.3 Route 120 Trunk Sewer.......... Next all I Mottoes Bosom Note 9 IV I Nestle Became &I I seems gaff %ISBN alto Visa N 30
3.2.3.1 Future Developments at Route 120 & Chapel Hill Road.................................30
City of McHenry, Illinois
Z019 Capital Development Fee Study • 190382.30 BAXTERs�%OODMAIi
5.
Table
1
3
5
0
7
3.2.3.2 Route 120 Lift Station....................................................................................................30
3.2.3.3 Route 120 Trunk Sewer between Route 120 & River Road Lift
Stations............................................................................................................................... 31
3.2.3.4 River Road Lift Station..................................................................................................31
3.2.3.5 Route 120 Trunk Sewer between River Road & Boone Lagoon Lift
Stations..............................................................................................................................032
3.2.3.6 Boone Lagoon Lift Station............................................................................................ 32
3.3 Recommendations.........................................................................................................................33
WASTEWATER SYSTEM
4.1 Existing Conditions....................................................................................................................... 34
4.1.1 Background... . a I I I 19 * w K ff a A be a 9 a a I w 0 a a 0 t a a I a 9 9 a A 0 N I a 6 a a I 15 2 1 w a a & 10 a a R a 0 0 a a t a 9 1119 0 a E 0 * a 0 6 1112 a a N I a I I 16 N a c 0 0 a a I I a a I w w A I a & w 0 0 a R a 0 & a a 34
4.1.2 McHenry WWTP & Regional Pump Station......................................................... 34
4.2 Future Demands.............................................................................................................................35
4.2.1 Near Future.. 0 Bill WEI I "was Nils Wass mems twit is WWII Nest 0000 ININ Wall se%WME09*06019 so Kett seal ammalloolsool 36
4.2.2 Distant Future.......... 52*2 go@ woespgzffff &gas eggs Omni goes @see vvmz mass IV 19 McKgooll soanamst @was raw Reasons BROORKEEttasew Wool alms a Ulm 38
4.3 Recommendations.........................................................................................................................39
4.3.1 NPDES Plant Re-Rating................................................................................................ 39
4.3.2 Addressing Infiltration and Inflow...... 6066690*mamo a lag Rawaosoolliv awEtmosaf ff KEA now 0 game cog& 4 1
4.3.3 Wastewater Capacity Discussion.............................................................................41
CAPITAL DEVELOPMENT FEE
5.1 Existing Capital Development Fee..........................................................................................43
5.2 Water Capital Development Fee..............................................................................................44
5.3 Sanitary Sewer Capital Development Fee...... I Is@ will mail avesmono k1wWoomozzlo &Big go momstmoole 4 6
5A Comparison of Neighboring Development Fees. . a a 8 a I a a 15 9 a a A 0 a 0 10 a 4 w a a w 0 0 0 a a 9 a a I a a a I 19 a 9 9 0 0 a I I I I I a a 0 0 K 0 A a a a 1948
LIST OF TABLES
Near Future (<20 years) Development Projected Population Equivalents ...........................12
Distant Future (>20 years) Development Projected Population Equivalents ......................13
ExistingWater Demands............................................................................................................................14
Near Future Development Additional Water Demand. . 12 2 a 0 a 12 a a t w a a 0 0 & w a 10 0 a a a a a * w w I I a a w 0 a 9 a a a a a a a a K a a a a 0 111 a a N a a ft w a 6 1 15
Existing Elevated Storage Tanks.......... 9 IRA Felt Wass laws slaves go sowatgeol ISO WWII NASA Goes amalgamates* &*at now I Noll BE IV WWWRODS 16
Elevated Storage Tank Evaluation...... want soil a Ole mate bass Boom FAWtAsoosmam Otto to I I asewastA sbatim4m into to no OR a * 0 0 6 0 0 0 0 a 0 a 0 a A * a I I a 9 1 w a * N 0 a a a 16
Existing Wells and Water Treatment Plants. . 5 v a a a a 6 a a I a R A a a a k w a 0 a t a w 0 a E & & I a I I a a 9 0 a 9 0 & a I a 0 0 w 0 a a a a I I a 9 9 1 w I N w 6 0 0 0 a a I a a 0 a I I I 15 a 9 0 w K & a I /
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30 BAXTER� �OODkIAN
TABLE OF CONTENTS Page 4
8 City of McHenry WTP's Operating Runtimes.....................................................................................18
9 WTP's Operating Runtimes with Near Future Development......................................................19
10 WTP's Operating Runtimes with Near Future Development: Option 1.................................. 20
11 WTP's Operating Runtimes with Near Future Development: Option 2.................................. 20
12 Distant Future Development Additional Water Demand.............................................................. 21
13 Water Distribution Improvement Cost Summary............................................................................ 22
14 Existing Lift Stations..................................................................................................................................... 24
15 Dartmoor Drive Sewer Capacity Evaluation.......................................................................................25
16 West Dartmoor Lift Station Evaluation................................................................................................ 26
18 Bull Valley Road Sewer Capacity Evaluation...................................................................................... 28
19 Doolin Lift Station Evaluation................................................................................................................... 28
21 South Riverside Lift Station Evaluation................................................................................................ 29
22 Route 120 Lift Station Evaluation...........................................................................................................30
23 Route 120 Sewer Capacity Evaluation to River Road Lift Station.............................................31
24 River Road Lift Station Evaluation......................................................................................................... 31
25 Boone Lagoon Lift Station Evaluation................................................................................................... 32
26 Trunk Sewer &Lift Station Cost..............................................................................................................33
27 Trunk Sewer &Lift Station Cost with Freund Lift Station Diversion.......................................33
28 NPDES Permit Effluent Limit Requirements...................................................................................... 35
29 Hydraulic Load Projection.........................................................................................................................36
30 Organic Load Projection. . 19 0 0 0 0 E a a 6 a & a 0 a a 0 0 0 a a a a 0 b a 0 0 1 W 9 14 . ff 1 9 6 9 a I a 0 a 0 11 a a 0 K 37
31 Solids Load Projection.................................................................................................................................38
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30 BAXTER V00DMAM
TABLE OF CONTENTS Page 5
32 Distant Future Hydraulic Load Projections........................................................................................39
33 Max Concentration to Meet Load Limit at a 4.5 MGD Re-Rate....................................................40
34 Re -Rate Now Versus at a Future Date Comparison.........................................................................41
35 Wastewater Capacity Summary Table..................................................................................................42
36 Existing Residential Water &Sewer Capital Development Fee Structure .............................43
37 Water System Capacity Improvement Costs per Average Household.....................................44
38 Residential Water Capital Development Fee Structure.................................................................44
39 Commercial and Industrial Water Capital Development Fee Structure.................................45
41 Sewer Capital Development Fee for Average Household..............................................................46
42 Residential Sewer Capital Development Fee Structure.................................................................46
43 Commercial and Industrial Capital Fee Structure............................................................................47
LIST OF APPENDICES
Annendix
A Population Equivalent Projections
B McHenry Wastewater Treatment Plant NPDES Permit
C Water Connection Fee Comparison Survey
D Sanitary Sewer Connection Fee Comparison Survey
LIST OF EXHIBITS
Exhibit
A Study Area Map
City of McHemy, Illinois
2019 Capital Development Fee Study • 190382.30 BARTER �iN00DMAN
11
TABLE OF CONTENTS Page 6
I:
C
BOD5
cfs
EPA
ft
gpd
gpm
in
MG
MGD
mg/L
MH
min
NH3
PE
SSES
TP
TSS
WTP
WWTP
Water System
Sanitary Sewer System
LIST OF ABBREVIATIONS
- five day biochemical oxygen demand
cubic feet per second
Environmental Protection Agency
feet
gallons per day
gallons per minute
inches
infiltration/inflow
pounds
lift station
maximum
million gallons (or mil gal)
million gallons per day
milligrams per liter (parts per million in dilute solutions)
manhole
- minimum
ammonia nitrogen
- population equivalent
sanitary sewer evaluation survey
total phosphorous
total suspended solids (or SS)
water treatment plant
wastewater treatment plant
City of McHenry, Illinois
2019 Capital Development Fee Study ®190382.30 �AXTER"�,WOODMAAI
EXECUTIVE SUMMARY i - - Page 7
U U :13
This report is intended to review the required capacity improvements to the City of McHenry's water
supply, water treatment, wastewater collection, and wastewater treatment processes in order to
handle the planned developments that will occur within the next twenty years. The anticipated Near
Future Development is anticipated to introduce approximately 5,000 additional water and
wastewater users, most of which is residential with some commercial. Additional development was
discussed beyond the twenty years for long term planning purposes only (Distant Future
Developments), and introduces another 10,000 additional water and wastewater users that is largely
residential.
A review of the existing water treatment capacity shows that the Near Future Developments will
require an additional water treatment plant to meet the projected maximum daily demands. The City
has previously invested in designs for a new water treatment plant at two potential sites.
We1111, which is located on the east side of the Fox River, would provide additional redundancy due
to the location and can meet the demands of the Near Future Developments. However, any
developments beyond the Near Future Developments would require the construction of another
treatment plant. A second treatment plant was designed around the existing Well 12, which has a
Jeep well, Well 13, already installed nearby. Well 13 would provide the City with an abundance of
capacity to last beyond the Near Future Developments and well into the Distant Future
Developments.
Three water capital development fees are proposed depending on the decision the City decides to
take. Option 1 provides the rates if a treatment plant is built around Well 11 with the cost spread
over the Near Future Development population projection. Option 2 provides the rates if a treatment
plant is built around Wells 12 and 13 with the costs spread over the Near Future Development
population projection. Option 3 provides the rates if a treatment plant is built around Wells 12 and
13 with the costs spread over the Near and Distant Future Development population projections.
Commercial and Industrial Water Capital Development Fee Structure
Option 1 Option 2 Option 3
Capital Capital Capital
Capacity Development Fee Development Fee Development Fee
Meter Size Ratio Well 11 Wells 12/13 Wells 12/13
5/8" x 3/4" 1200 $2,590 $3,410 $980
1" 2.80 $71252 $9,548 $2,744
14/2" 4.80 $12,432 $16,368 $4,704
2" 8.00 $20p720 $27,280 $7,840
3" 18 $46,620 $61,380 $17,640
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30
BAXTER`���IOODMAN
EXECUTIVE SUMMARY Page $
Option 1 Option 2 Option 3
Capital Capital Capital
Capacity Development Fee Development Fee Development Fee
Meter Size Ratio Well 11 Wells 12/13 Wells 12/13
4 50 $129,500 $170,500 $49,000
6" 50 $1291500 $170,500 $49,000
811 180 $466,200 $613,800 $176,400
Residential Water Coital Development Fee Structure
Total'
Person Option 1 Option 2 Option 3
per Capital CapitalCapital
Dwelling Development Fee Development Fee Development Fee
Tvne of Unit Unit Well 11 Wells 12/13 Wells 12/13
Detached
Single -Family
2 Bedroom 2.017 $5,225 $6,878 $1,977
3 Bedroom 2.899 $7,509 $9,886 $2,841
4 Bedroom 3.764 $9,749 $12,836 $3,689
5 Bedroom 3.770 $9,765 $12,856 $3,695
Attached
Single -Family
1 Bedroom 1.193 $3,090 $4,069 $1,169
2 Bedroom 1.990 $5,155 $6,786 $1,950
3 Bedroom 2.392 $6,196 $8,157 $2,344
4 Bedroom 3.145 $8,146 $10,725 $3,082
Apartments
Efficiency 1.294 $3,352 $4,413 $1,268
1 Bedroom 1.758 $4,554 $5,995 $1,723
2 Bedroom 1.914 $4,958 $6,527 $1,876
3 Bedroom 3.053 $7,908 $10,411 $2,992
A review of the existing sanitary sewer system shows that the Near Future Developments will require
upgrading portions of the existing trunk sewers and lift stations to be able to convey the additional
projected wastewater.
The sanitary sewer system contribution to the sewer capital development fee is the cost to increase
the size of the trunk sewer and force main piping, and lift station capacity upgrades.
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30 BA)1TER�VO®DF9AN
A review of the existing wastewater treatment plant capacity shows that the Near Future
Developments will not require additional capital improvements to treat the projected hydraulic load
to plant. The Near Future flow contribution is projected to put the treatment plant at approximately
91% of its total rated hydraulic capacity. The Distant Future flow contribution, assuming all Near
Future Developments are added first, will put the treatment plant at 17% over its total rated
hydraulic capacity.
The City's South Consolidated Wastewater Treatment Plant was permitted for 4.0 MGD Design
Average which is a net loss of 0.5 MGD from the pre -consolidation status. Approaching a re -rate to
4.5 MGD at a future date would provide additional capacity to service the Distant Future
Developments. The wastewater contribution to the sewer capital development fee is the cost for the
re -rate process, which would include the development of a Facility Plan Report.
The sewer capital development fee accounts for sanitary sewer and wastewater treatment capital
improvements. Option 1 provides the Capital Development Fee under the required improvements
for the Near Future Developments with no upgrades to the Freund Lift Station, which would divert
flow to the Millstream Lift Station. Option 2 provides the Capital Development fee with the upgrades
to the Freund Lift Station made within the near future which would alleviate capacity issues
downstream of the Freund Lift Station.
Commercial and Industrial Sewer Capital Development Fee Structure
Option 1 Option 2
Sewer Capital Sewer Capital
Meter Size Capacity Ratio Development Fee Development Fee
5/8" x 3/4" 1.00 $1,923 $1,437
1" ;2.80 $5,384 $4,024
14/2" 4.80 $9,230 $6,898
2" 8.00 $15,384 $11,496
3" 18 $34,614 $25,866
4" 50 $96,150 $71,850
6" 50 $96,150 $71,850
All 1 Rn $346,140 $258.660
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30 BAXTER`��100DMAfI
EXECUTIVE SUMMARY Page 10 ,
Residential Sewer Capital Development Fee Structure
Option 1 Option 2
Total Person per Capital Capital
Tvpe of Unit Dwelling Unit Development Fee Development Fee
Detached Single -Family
2 Bedroom 2.017 $3,879 $2,898
3 Bedroom 2.899 $5,57S $4,166
4 Bedroom 3.764 $7,238 $5,409
5 Bedroom 3.770 $7,250 $5,417
Attached Single -Family
1 Bedroom 1.193 $2,294 $1,714
2 Bedroom 1.990 $3,827 $2,860 .
3 Bedroom 2.392 $4,600 $3,437
4 Bedroom 3.145 $6,048 $4,519
Apartments
Efficiency 1.294 $2,488 $1,859
1 Bedroom 1.758 $3,381 $2,526
2 Bedroom 1.914 $3,681 $2,750
3 Bedroom 3.053 $5,871 $4,387
A survey of neighboring and similar communities' development fees was conducted as part of this
study. The survey required minor assumptions to compare development (connection) fee structures
that do not match McHenry's existing fee structure. The results for the Water and Sanitary Sewer
Development Fees are shown in Appendix C and D.
Overall, the existing McHenry Capital Development Fees are approximately average, if not lower than
its surrounding municipalities. Even with the proposed options that increase the rates, no proposed
fee option for water or sewer puts the City of McHenry high above its neighbors for residential or
industrial connections. The only notable exception to this is where no comparison exists against the
neighboring communities due to differences in fee structure or higher capacity ratios for the larger
non-residential meter sizes which drive the rates up higher than others.
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30
BAXTER IOODiAAM
1. INTRODUCTION Page 11
uF e
1.1 Study Purpose and Scope
The City of McHenry, located in the eastern portion of McHenry County, Illinois, is currently home
to approximately 27,000 people as of the 2017 Census and has seen no major growth since 2008.
Although the City is not expecting significant future growth, there are a number of developments
expected to occur within the next twenty years that could drive the need for additional water and
wastewater infrastructure capacity. Baxter & Woodman, Inc. prepared the last Capital Development
Fee for Water and Sewer in 2004, and the City has not made modifications to those rates since. The
purpose of this report is to analyze and propose new capital development fees that would accurately
reflect the upcoming developments and their planned impacts to the existing infrastructure
capacity.
The purposes of this Water and Wastewater Capital Development Fee Study are:
1. Review the size and capacity of the existing water supply, treatment, storage facilities,
wastewater treatment capacity, lift stations, and distribution/collection mains;
2. Determine the adequacy of the water and wastewater facilities;
3. Project the population growth of planned and proposed developments and determine their
impacts on the existing system's capacity.
4. Estimate the cost of any infrastructure improvements to the system to handle the additional
capacity required.
5. Propose the amount of capital development fees to be collected for water and sewer using
the City's current fee structure.
1.2 Existing System
The City owns and operates a full water treatment and distribution system, a wastewater treatment
plant, sanitary lift stations and a sewer collection system. The City of McHenry is largely comprised
of residential water and wastewater users and some commercial and industrial users. Notable large
system capacity user is the Northwestern Medicine McHenry Hospital located in the south end of
the City.
The water treatment system includes four primary water treatment facilities, 129 miles of water
main, and two emergency backup wells with no treatment Each primary water plant is supplied by
two shallow wells of varying capacities. The system also includes four elevated storage tanks that
provide additional storage, pressure, and fire flow.
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30 �AXTER��'10®DMpN
The City's wastewater treatment facilities were consolidated in early 2018 which included
decommissioning the Central Wastewater Treatment Plant and converting it into a Regional Booster
Pumping Station. The Regional Booster Pumping Station collects the wastewater flow that was
formerly treated by the Central Wastewater Treatment Plant and sends it to the South Consolidated
Wastewater Treatment Plant.
Sewage is collected through approximately 12 miles of gravity sewer and force mains and 19 lift
stations, which convey sewage to either the Regional Booster Pumping Station or directly to the
South Consolidated Wastewater Treatment Plant.
1.3 Planned Land Use
The City of McHenry has identified potential developments into two major groups, which are
categorized by whether the development is planned to occur within 20 years (Near Future
)evelopment) or after 20 years (Distant Future Development). This study primarily focuses on the
developments planned to occur within the next 20 years to estimate the reasonable amount of
growth without oversizing any infrastructure system.
Each development that was identified was provided in acreages and, if applicable, a percentage
breakdown of land use between residential and commercial. There are currently no planned
industrial developments that the City is aware of that would contribute significant wastewater loads
or add substantial demands to the water system. Tables 1 and 2 provide a summary of the planned
near future and distant future developments respectively and their population equivalent (PE)
contributions for planning purposes. Appendix A provides a detailed breakdown of the PE
calculation for each planned development and Exhibit A is a map showing the proposed
development locations.
TABLE 1
Near Future�<20 vears) Devel�ment Projected Population Equivalents
Total
Development Type Acres Total PE
Legend Lakes (1) Single Family 165 375
Legend Lakes Part 2 Single Family 80 756
Preserves of Boone Creek Single Family 115 11068
Oaks at Irish Prairie Single Family 75 700
Bull Valley & Curran Commercial 20 100
West of Chapel Hill Road (south of 120) Single Family & Commercial 75 642
East of Chapel Hill Road (south of 120) Single Family & Commercial 110 942
TOTAL 1 640 4,582
(1) Planned Development will only connect to McHenry's sanitary sewer.
City of McHenry, Illinois
BAXTEB�,�i1000PiAR
2019 Capital Development Fee Study ® 190382.30 �_
TABLE 2
Distant Future (>20 ors) Development Projected Population Equivalents
South of Bull Valley & Curran
East of Crystal Lake Road
North McCullom Lake Road
120 & Martin Road
Chapel Hill Road (north of 120)
TOTAL
Total
Development Type Acres Total PE
Single Family 230 1,701
Single Family 545 4583
Single Family 335 31166
Single Family 95 898
Single Family & Commercial 100 193
1,305 10,540
City of McHenry, Illinois
2019 Capital Development Fee Study ®190382.30 �AMTER �1R10®DMAN
2. WATER SYSTEM Page 14
2.1 Existing Conditions
The City of McHenry operates its water distribution system as a single pressure zone that is
comprised of four water treatment plants, four elevated storage tanks, and approximately 129 miles
of water main. The City of McHenry is divided by the Fox River, with only a single main crossing the
river located just north of Pearl Street and North River Road. A majority of the infrastructure exists
on the west side of the river, with only Elevated Tank 3 and a backup well (Well 11) active on the
east side.
The 2017 population for the City of McHenry was 27,022, however the entire City is not served with
City water. The following subdivisions are served by private wells: Burning Tree, Deerwood Estates,
Glacier Ridge, Martin Woods, McHenry Shores, Woodcreek and Wooded Ridge. The total population
served by City water is 23,335.
A summary of the existing water demand is provided in Table 3.
TABLE 3
Existing Water Demands
2014 2015 2016 2017 2018
Average Daily Demand (mgd) 2.30 2.16 2.14 2AS 2.06
Average Usage per PE 100 ' 94 93 92 88
2.2 Near Future Development Conditions
The increase in water- demand was projected for- the Near Future Developments with the Population
Projections from Section 1. The total population projection is 4,582 P.E for Near Future
Developments, but is reduced to 4,207 PE since the Legend Lakes development will only be
connecting to the sanitary sewer system. The future water demand is estimated by assuming a water
usage factor of 90 gpd per P.E. which is the average usage based on 2017 and 2018 data.
Table 4 below shows the additional average day and max day demand for the Near Future
Development. A peaking factor of 1.8 is used to estimate the max day demand, which is based on
City data.
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30
�AXTER ��®®DP1Al4
TABLE 4
Near Future Development Additional Water Demand
Peaking Factor
Additional Max Day Demand (gpd)
Existing Average Day Demand (gpd)
Total Average Day Demand (gpd)
Existing Max Day Demand (gpd)
Total Max Day Demand (gpd)
2.3 Water Distribution System
1.8
681550
21088,000
2,466,639
31402,700
4,084,250
A detailed analysis of the existing water distribution system was not completed without a working
water model. A review of the water main sizing and layout in the vicinity of the proposed
developments was done to determine if any new water main are required to provide adequate water
main looping. The following water distribution system improvements are needed:
•:• The new Legend Lakes and Preserves at Boone Creek developments will require 2,500 feet
of 12-inch water main on Bull Valley Road from Curran Road to the existing 12-inch stub
near Brookwood Trail.
❖ The new developments at West and East of Chapel Hill Road and south of Route 120 will
require approximately 1,000 feet of 12-inch water main along Route 120 from Adams Drive
to the edge of the development property. This will be an unlooped water main until
development east of Chapel Hill Road and north of Route 120 is developed which is part of
the Distant Future Development projection.
These water distribution improvements are shown on Exhibit B.
2.4 Elevated Storage
The City has four elevated storage tanks that provide a total capacity of 2.75 MGaI. A summary of
the elevated storage tanks is provided in Table 5 below.
City of McHenry, Illinois
2019 Capital Development Fee Study ®190382.30 f;A%TEB���YOODMAFf
Location
Year Constructed
Volume (MGals)
HWL (ft)
LWL (ft)
Ground Elevation (ft)
TABLE 5
Existing Elevated Storage Tanks
Tank 1 Tank 2 Tank 3 Tank 4
Court &
Sioux Lane Albany Street Barney Crystal Lake Road
Richard Court
1961 1985 2000 2006
b.5 0.5 US 1.0
153 - 160 160
123 63.3 129.3 68.8
787 829 --- 820
Elevated tanks provide water to meet the maximum hourly demands, water• for fire protection, and
a reserve capacity.
❖ Maximum Hourly Demand -Storage facilities must provide the difference between the firm
capacity of the wells and the maximum hourly rate or usage.
:• Fire Flow Demand -Volume for fire flow is based on 3,500 gpm for a duration of 3 hours.
❖ Reserve Capacity - An additional amount of storage is required to provide reserve supply of
water to meet the demands during emergencies and provide capacity in the event of a fire
occurring when a tank is partially fully. A reserve capacity of 20% was used.
This criteria was used along with the existing water usage and proposed water usage for the Near
Future Developments, shown in Table 6, to evaluate the storage needs for the City.
TABLE 6
Elevated Storage Tank Evaluation
`Existing ' Future
Maximum Hourly. Demand (MGal) ' 0.90 1:21
Fire Flow (MGal) 0.63 0.63
Reserve Capacity,(MGal) 0.31 0.37
Total Required Storage (MGaI) 1.84 2.12
Existing Storage (MGaI) 2.75 2.75
Adequate Storage Yes Yes
The City has adequate elevated storage to accommodate the proposed Near Future Developments.
City of McHenry, Illinois
2019 Capital Development Fee Study ®190382.30
BAXTEB ®OD@tAF9
2.5 Wells and Water Treatment Plants
Each of the four water treatment plants are fed by two shallow wells, and there are two emergency
backup wells currently available in the system. A third backup well, Well 13, has been drilled near
the current location of Well 12 but a deep well pump has not been installed therefore it currently is
not active. Well 13 was previously tested and it is anticipated that the well can produce between
1,000-1,200 gpm.
The four elevated storage an control the water treatment plants. Generally, control is based off
of tower levels within the elevated tanks that are assigned to the water treatment plant. When the
level in the tank falls to a lower setpoint, the water treatment plant will be called to run and produce
water into the system. The plant will continue to run until the tank reaches its higher setpoint. Table
7 summarizes the capacities of the water treatment plants and backup wells.
TABLE 7
Existing_Wells and Water Treatment Plants
.Pumping Capacity (gpm)
WTP 1
Well 2
400
Well 3
275
Total'
675
WTP 2
Well 5
490
Well 6
450
Total
940
WTP 3
Well 7
242
Well 8
203
Total
445
WTP 4
Well 9
725
Well 10
375
Total
11100
Emergency Back-up Wells
(No Treatment)
Well 11
500
Well 12
500
Total
11000
Monthly pumping data from each treatment plant was analyzed over a five year period between
2014 and 2018 to determine the average flow from each plant. Collectively, the water produced
from each plant provided 2,088,000 gallons per day (2.1 MGD) over the five year period to the entire
system. Each treatment plant generally saw a reduction in usage over the five year period between
City of McHenry, Illinois
2019 Capital Development Fee Study ®190382.30 6Alt7ER fit,=1NOODF9AH
50 to 100 gallons per day with the exception of Water Treatment Plant 3 which saw a gain of
approximately 20 gallons per day compared to its five year average.
The maximum daily flow for each treatment plant was found from daily pumping records from
January 2018 through March 2019. The max day demand observed was 3,402,700 gallons, with
Water Treatment Plant 2 running for over 19 hours. Typically, wells are not recommended to run
beyond 18 hours a day to allow for adequate recharge. Table 8 summarizes the average and max
pumpage and runtimes for each treatment plant.
TABLE 8
City of McHenry WTP's Oneratins= Runtimes
WTP 1 WTP 2 WTP 3 WTP 4 We1111* ' We1112*
Max Well Pump Capacity (gPm) 1675 940 700 ,100 500 500
Average Daily Pumpage 348,000 611,000 409,000 720,000 0 0
(gpd)
Average Runtime 8*6 10.8 9.7; 10.9 0 0
(hrs./day)
Max Daily Pumpage 635,000 1,107,000 626,000 1,034,700 0 0
(gpd)
Max Daily Runtime 15.7 19.6 14.9 15.7 0 0
(hrs./day)
PeakinL Factor 1.8 1.8 1.5 1A
*Wells 11 and 12 are emergency backup wells and are not used on a regular basis.
2.5.1 Near Future Development Demands
The total additional average and max day demands were split equally between the four existing
water treatment plants to see whether the existing infrastructure could handle the load for the
proposed Near Future Developments. Table 9 below shows the required run times for each
treatment plant to meet the total average and max day demands with the Near Future Developments
fully built out.
City of McHenry, Illinois
2019 Capital Development Fee Study � 190382.30 BAXTER�;f00DMAR
TABLE 9
WTP's Operating Runtimes with Near Future Development
WTP 1 WTP 2 WTP 3 WTP 4 We1111* We1112*
Max Well Pump Capacity 675 940 700 1,100 500 500
(gpm)
Average Daily Pumpage 442,660 705j660 5031660 814,660 0 0
(gpd)
Average Runtime 10.9 12.5 12.0 12.3 0 0
(hrs./day)
Max Daily Pumpage 805,388 1,277,388 796,388 11205,088 0 0
(gpd)
Max Daily Runtime 1909 22.7 1990 18.3 0 0
fhrs./davl
*Wells 11 and 12 are emergency backup wells and are not used on a regular basis.
Although the existing infrastructure can handle the additional average day demands, the projected
max day demands push the treatment plants beyond the recommended 18 hours of run time per
day. Therefore, an additional water treatment plant is required to cover the additional demand. The
City of McHenry has previously investigated two potential options for the buildout of Water
Treatment Plant S.
The first option was to construct Water Treatment Plant 5 around the existing We1111, which would
allow the City to have a treated source of water on the east side of the Fox River with Elevated Tank
3. Plans and preliminary designs were created in 2002 by Baxter & Woodman, Inc.
The second option was to construct Water Treatment Plant 5 around existing Wells 12 and 13, which
would provide the City with more capacity through the combined flows of a shallow and deep well.
Plans and preliminary designs were created in 2007 by Donahue & Associates, Inc.
2.5.1.1 Near Future Developments: Option 1
The addition of Water Treatment Plant 5 at Well 11 on the east side of the Fox River would add about
500 gpm into the system. In order to meet the projected average and max day demands, run times
between the five treatment plants were balanced to verify that none of the wells would run over 18
hours a day. Table 10 below summarizes the required run times from each treatment plant to meet
demand. It should be noted however, that these values may differ from reality based on which
elevated tanks control each treatment plant.
City of McHenry, Illinois
2019 Capital Development Fee Study ®190382.30 BA�TEB, �t�N000MAN
2. WATER SYSTEM Page 20 ,a
TABLE 10
WTP's Operating_ Runtimes with Near Future Development: Option 1
WTP 1 WTP 2 WTP 3 WTP 4 Well 11 Well 12`
Max Well Pump Capacity 675 940 700 1,100 500 500
(gpm)
Average Daily Pumpage 425,250 592,200 441,000 693,000 315,000 0
(gpd)
Average Runtime 10.5 10.5 10.5 10.5 10.5 0
(hrs./day)
Max Daily Pumpage ' 708,750 987,000 735,000 1,155,000 510,000 0
(gpd)
Max Daily Runtime 17.5 17.5 17.5 17;5 17.0 0
(hrs./day)
Well
12 is an emergency backup well.
Although the combined flows from all five treatment plants would be enough to meet the max day
demand without exceeding 18 hours run time, it is likely that due to uneven consumption of water
through the system, some treatment plants may run longer than others. In the event a treatment
plant is unavailable, this may cause a scenario in which the system can't keep up with demand.
2.5.1.2 Near Future Developments: Option 2
The addition of Water Treatment Plant 5 at Wells 12 and 13 would add about 1,700 gpm into the
system. In order to meet the projected average and max day demands, run times between the five
treatment plants were balanced to verify that none of the wells will run over 18 hours a day. Table
11 summarizes the required run times from each treatment plant to meet demand. It should be
noted however, that these values may differ from reality based on which elevated tanks control each
treatment plant.
TABLE 11
WTP's Operating Runtimes with Near Future Development: Option 2
'WTP 1 WTP 2 WTP 3 WTP4 Well 11* Wells 12
Max Well Pump Capacity 675 ' 940 700 11100 500 1,700
(gpm)
Average Daily Pumpage 3441250 4511200 336,000 528,000 0 816,000
(gpd)
Average Runtime 805 8.0 8.0 8.0 0 8.0
(hrs./day)
Max Daily Pumpage 54617SO 761,400 567,000 891,000 0 1,326,000
(gpd)
Max Daily Runtime 13.5 13.5 US 13.5 0 13.0
fhrs./davl
Well 11
is an emergency backup well.
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30 BAXiEB�~3; OODMAR
,ax
This option would require a deep well pump to be purchased and installed at existing Well 13 in
addition to the construction of the water treatment plant at Well 12. The larger capacity of a deep
well helps to cut down on the overall run times of several of the smaller wells, reducing the stress
on the ground water table. The average run times of 13.5 hours a day during peak demand allows
for adequate time for the wells to adequately recharge.
2.5.2 Distant Future Development Demands
The increase in water demand was projected for the Distant Future Developments with the
Population Projections from Section 1. The population projection for the Distant Future
Developments is an additional 10,540 PE. Table 12 shows the additional average day and max day
demand. A peaking factor of 1.8 is used to estimate the max day demand.
TABLE 12
Distant Future Development Additional Water Demand
Additional Average Day Demand (gpd) 948,623
Peaking Factor 1.8
Additional Max Day Demand (gpd) 11707,521
Existing Average Day Demand (gpd) 21088,000
Near Future Average Day Demand (gpd) 378,639
Total Average Day Demand (gpd) 3,415,262
Existing Max Day Demand (gpd) 31402,700
Near Future Max Day Demand (gpd) 681,550
Total Max Day Demand (gpd) 5,791,771
If Water Treatment Plant 5 is constructed around Well 11 in order to meet the Near Future
Development growth (Option 1), then a new water treatment plant will be required before the
Distant Future Developments begin in order to meet the max day demands.
If Water Treatment Plant 5 is constructed around Wells 12/13 in order to meet the Near Future
Development growth (Option 2), the water treatment plants are projected to max out the system
capacity during max day demands when the Distant Future Development growth is nearing
completion. This would mean running all five treatment plants at 19 hours a day to meet the
projected max day demands which is above the recommended 18 hours a day. A new water
treatment plant will be required towards the tail end of development to supplement this future
growth.
City of McHenry, Illinois
2019 Capital Development Fee Study ®190382.30 l3AIfTEFI���1100DMAN
Due to the extra capacity provided by a water treatment plant installed at Well 12/13, a separate
fee was established where the cost of constructing the water treatment plant is divided across the
cumulative PE that the treatment plant can serve, which would be both the Near and Distant Future
Developments.
2.6 Recommendations
Based on the water distribution analysis, upgrades are needed to provide water to the Near Future
Developments. The required improvements are shown on Exhibit B. Table 13 outlines the costs:
TABLE 13
Water Distribution Improvement Cost Summary
:option 1 Option 2/3
WTP 5 @ WTP 5 @
Cost Water Main Well 11 Well 12/13
'Construction ' $ 962,500 $ 2,043,000 $ 3,717,000
Contingency (15%) $145,000 $ 307,000 $ 483,000
Design & Construction Engineering (1S%) $195,000(1) $ 307,000 $ 483,000
TOTAL$1,302,500 $2,6571000 $4,683,000
(1) Design includes a flat $50,000 for a hydraulic model analysis.
Constructing Water Treatment Plant 5 at Well 11 would provide an immediate benefit to the water
system's redundancy on the east side of the river, and would largely be able to meet the projected
demands of the Near Future Developments. However, a sixth treatment plant would likely be
required soon after the full build out of the Neat- Future Developments.
Constructing Water Treatment Plant at Wells 12 and 13 would provide a larger increase in the
overall system capacity. The addition of a high capacity deep well would allow the City to handle the
full growth of the Near Future Developments, and likely well into the Distant Future Developments
before a sixth water treatment plant is required.
City of McHenry, Illinois
2019 Capital Development Fee Study ®190382.30
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3.1 Existing Conditions
3.1.1 Introduction
The City's existing sanitary sewer system and lift stations were analyzed to determine available
reserve capacity for the future developments outlined in Table 1 in Section 1.3. This evaluation only
includes the sewers and lift stations for which the future development is tributary to. Exhibit C
shows the study area and trunk sewer routes.
3.1.2 Existing Trunk Sewer Analysis
The capacity of the existing sanitary sewers were evaluated to determine if there is available reserve
capacity for the future developments or if an upgrade is needed. To determine the reserve capacity,
the annual peak flow was calculated based on the contributing population equivalents (PE) to each
sewer segment. Contributing PE was determined by summing the residential and commercial PE to
each sewer segment. The City's GIS sanitary sewer data included pipe size, length and inverts of the
sewers which was also was used to determine the sanitary sewer capacity.
The reserve capacity was determined by subtracting the peak flow from the pipe capacity. To
account for infiltration and inflow, the design capacity of a sewer between 8" and 10" was calculated
flowing half full and for sewers 12" and larger was calculated flowing 2/3 full.
The three trunk sewer routes that were evaluated are:
1. Bull Valley Road Trunk Sewer -Starts in the Legend Lakes Subdivision located in the
southwest portion of the City. The sewer discharges to the West Dartmoor- and Fieldstone
lift stations which then discharges to the sewer on Bull Valley Road east of Brookwood Trail.
The remainder of the trunk sewer discharges by gravity to the WWTP.
2. Oaks at Irish Prairie Trunk Sewer -Starts in the Oaks at Irish Prairie Subdivision located in
the southeast portion of the City. The sewer discharges to the Oaks at Irish Prairie (Doolin)
Lift Station which discharges north to the sewer on Barreville Road. The sewer runs through
the McHenry Shores Subdivision to the South Riverside Lift Station then to the WWTP.
3. Route 120 Trunk Sewer -Starts at the intersection of Chapel Hill Road and Route 120 and
runs west along Route 120 to old Central WWTP which is now a regional pump station.
Along this route there are three lift stations: Route 120, River Road and Boone Lagoon.
These trunk sewer- routes and tributary areas are shown on Exhibit C.
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30 BAXTER��0DDF9AN
3.1.3 Lift Station Analysis
The City has 19 lift stations connected to their sanitary sewer distribution system to help convey
wastewater to the McHenry Wastewater Treatment Plant. The lift station information is
summarized in Table 14.
TABLE 14
Existing Lift Stations
Pump
Number of Capacity
Lift Station Location Pumps (gpm) Type of Pump
qP
Boone Lagoon 1201 S Riverside Rd 2 1531 Constant Speed
River Road 1115 River Rd 2 800 Constant Speed
Route 120 2515 W Route 120 2 800 Constant Speed
North Riverside 1401 N Riverside Rd 2 931 Constant Speed
Hemlock 1934 Hemlock Ave 2 400 Constant Speed
Diamond 3621 Diamond Dr 2 400 Constant Speed
Donavan 1809 Donavan St 2 1531 Constant Speed
Millstream 3710 Millstream Rd 2 400 Constant Speed
Freud 3611 Freund Ave 2 400 Constant Speed
Willow 4506 W Willow Ln 2 850 Constant Speed
East Dartmoor 5400 Dartmoor Dr 2 400 Constant Speed
Fieldstone 5809 Fieldstone Tr 3 700 Variable Speed
Cartwright 501 Cartwright Tr 2 400 Constant Speed
Carrick 1105 Carrick Ln 2 400 Constant Speed
West Dartmoor 6400 Dartmoor Dr 2 800 Constant Speed
Anne St/Grove 3805 Grove Ave 2 400 Constant Speed
Doolin 1914 Doolin Rd 2 1531 Constant Speed
Broadway 1016 Broadway Rd 2 400 Constant Speed
South Riverside 701 S Riverside Rd 2 Soo Constant Speed
For the purposes of this evaluation, only the lift stations along the trunk sewer routes were
evaluated to determine the reserve capacity for the future developments. These lift stations include:
• Bull Valley Trunk Sewer -West Dartmoor and Fieldstone
• Oaks at Irish Prairie Trunk Sewer - Doolin and South Riverside
• Route 120 Trunk Sewer -Route 120, River Road and Boone Lagoon
The City provided pump run times for July 2018 to June 2019 for each lift station. The pump station
capacity evaluation was based on a pump run time of 18 hours which is good planning practices so
that the pump is not running 24 hours a day. The existing peak flow was calculated by multiplying
the average daily flow by the IEPA peaking factor.
City of McHenry, Illinois
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2019 Capital Development Fee Study 190382.30
3.2 Future Demands
3.2.1 Bull Valley Trunk Sewer
3.2.1.1 Legend Lakes Development
The future Legend Lakes development will be located north of Draper Road. This development is
165 acres with a density of approximately 0.6 single family households per acre which equates to
375 PE. Utilizing the IEPA peaking factor, the future peak flow from this development is 0.15 mgd.
An 8" sewer stub is provided for this development on the north side of Draper Road east of
Farmstead Drive (MH# 6N016SN). This sewer stub connects to the sewer on Middleton Lane which
ultimately discharges to the West Dartmoor Lift Station.
The existing sewer between the stub at Draper Road and the West Dartmoor Lift Station has
adequate capacity for the future Legend Lakes development except for the 10" sewer on Dartmoor
Drive starting at Cork Lane. This is a connection point for the sewer system where the sewers north
and south of Dartmoor Drive connect. The first sewer segment is a 10" pipe and does not have
adequate capacity to handle the future development flow. Table 15 summarizes the capacity
deficiency in this sewer.
TABLE 15
Dartmoor Drive Sewer Capacity Evaluation
Existing Future Sewer
Down- Pipe Design Peak Peak Capacity Req'd
Upstream stream Size Capacity Flow Flow Deficiency Pipe
MH MH In (mgd) (mgd) (mgd) (mgd) Size
6O013SN 6O017SN 10 0.53 0.60 0.15 -0.23 12
3.2.1.2 West Dartmoor Lift Station
The future Legend Lakes development will be tributary to the West Dartmoor Lift Station. This lift
station is located on Dartmoor Drive east of Cork Lane and west of Legend Lane in the Legend Lakes
Subdivision.
This lift station has adequate capacity handle the future wastewater flow which is outlined in Table
16 below:
City of McHenry, Illinois
2019 Capital Development Fee Study � 190382.30 BARTER �.�i06DhIAH
3. SANITARY SEWER SYSTEM Page 26
TABLE 16
West Dartmoor Lift Station Evaluation
Flow
Lift Station Parameter fm2dl
Lift Station Firm Capacity 0.86
Existing Average Daily Flow 0.10
Existing Peak Flow 0.38
Reserve Capacity 0.48
Future Peak Flow 0.15
Remaining Reserve Capacity 0.33
This lift station discharges to a 10" force main that connects to a 12" gravity sewer on Curran Road
near Eaglewood Trail. The peak velocity of the sewage in the force main should not exceed 10 fps
based on good engineering design practices. The future peak velocity will be 1.5 fps, therefore this
force main has adequate capacity for the future Legend Lakes development.
3.2.1.3 Preserves of Boone Creek Development
The future Preserves of Boone Creek development will be located north of Bull Valley Road, west of
Curran Road and south of the existing Legend Lakes Subdivision. This development is 115 acres and
will be a mix of single family, multi -family and commercial. The projected PE is 1,068 which equates
to a peak flow of 0.40 mgd.
Two options were evaluated for connecting to the existing sanitary sewer system: (1) connect to 8"
sewer stub is provided on Wicklow Drive in the Legend Lakes Subdivision and (2) connect to 12"
gravity sewer on Curran Road at discharge from West Dartmoor lift station force main.
(1) Connect to 811sewer stub on Wicklow Drive: A sewer stub has been provided on Wicklow
Drive which connects to the West Dartmoor lift station. This sewer is an 8" sewer until
Tralee Trail where it increases to a 10" sewer to the lift station. All of the sanitary sewer
segments along this route do not have adequate capacity for the future Preserves of
Boone Creek development, therefore this option was no longer evaluated.
(2) Connect to 12" sewer on Curran Road: The West Dartmoor Lift Station force main
discharges to this 12" sewer on Curran Road which then goes through the Boone Creek
Subdivision on Eaglewood Trail then to the Fieldstone Lift Station. This sewer is a 12"
until Fieldstone Trail where it increases to a 15" sewer to the lift station. For this option,
the future Legend Lakes, Preserves of Boone Creek and Legend Lakes Part 2 (see Section
3.2.1.4 below) developments are tributary to this sewer. The total future peak flow is
0.78 mgd.
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30
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3.2.1.4 Legend Lakes Part 2 Development
The future Legend Lakes Part 2 development will be located east of Curran Road and north of Bull
Valley Road. This development is mix of single and multi -family homes with a projected PE of 756.
The future peals flow from this development is 0.29 mgd.
This development will connect to the 12" sewer on Curran Road where the West Dartmoor Lift
Station discharges which will also include flow for the future Legend Lakes and Preserves of Boone
Creek developments. The total future peak flow from these developments will be 0.78 mgd.
There are two sewer segments on Eaglewood Trail that do not have adequate capacity for these
future developments. Also there is one sewer segment of the 15" sewer on Fieldstone Trail does not
have adequate capacity. These sewers do not have capacity due to the shallow slope of the pipe
compared to the other pipes of the same size. Table 17 summarizes the capacity deficiencies in this
sewer. The remaining sewers along this route to the Fieldstone Lift Station have adequate capacity.
TABLE 17
Eaglewood Newport &Fieldstone Sewer Capacity Evaluation
Existing .:Future Sewer Req'd
Down- Pipe Design `, Peak Peak Capacity Pipe
Upstream stream Size Capacity Flow Flow Deficiency Size
MH MH Street (in) (mgd) (mgd) (mgd) (mgd) (in)
7P007SN 7PO06SN Eaglewood 12 0.55 0.43 0.78 -0.66 15
7PO29SN 7PO31SN Eaglewood 12 0.60 0.49 0.78 -0.67 15
7PO23SN 7PO24SN Fieldstone 15 1.27 0.88 0.78 -0.38 18
Fieldstone Lift Station
The Fieldstone Lift Station is located on Fieldstone Trail in the Boone Creek Subdivision. It is a
triplex, submersible station with 700 gpm variable speed pumps. This station was recently
upgraded by the City and has adequate capacity for future developments, therefore further
evaluation of this lift station was not done.
3.2.1.6 Bull Valley Trunk Sewer
The Fieldstone Lift Station discharges to a 15" gravity sewer on Bull Valley Road east of Brookwood
Trail. The remainder of this sanitary trunk sewer to the WWTP is all gravity sewer. The pipe size
increases to a 24" sewer at Bull Valley Road and Cunat Drive then finally to a 30" sewer when it
starts heading north of Bull Valley Road (east of Ridgeview Drive).
A large majority of the trunk sewer has adequate capacity. There are two sewer segments on Bull
Valley Road that do not have adequate capacity due to the shallow slope of the sewer. Table 18
below summarizes the deficiencies.
City of McHenry, Illinois
2019 Capital Development Fee Study � 190382.30 �AHTEB��Nft00DP9AW
TABLE 18
Bull VallekRoad Sewer Capacity Evaluation
Existing Future Sewer Req'd
Down- Pipe Design Peak Peak Capacity Pipe
Upstream stream Size Capacity Flow' Flow Deficiency Size
MH MH (in) (mgd) (mgd) (mgd) (mgd) (in)
8P006SN II8P009SN 15 1.49 1.07 0.78
3.2.2 Oaks at Irish Prairie Trunk Sewer
-036 18
3.2.2.1 Oaks at Irish Prairie Development
The future Oaks at Irish Prairie development will be located north of Veterans Parkway and east of
Barreville Road. This development is 75 acres with a density of 2.7 single family households per
acre which equates to 700 PE. The future peak flow from this development is 0.27 mgd.
Two sewer stubs have been provided on Veterans Parkway for this development. One is located at
Doolin Avenue and the other at Charmar Lane. For the basis of our evaluation, the flow from the
future development was split equally to these two connection points. Both sewer routes ultimately
connect to the Doolin Lift Station. All of these sanitary sewers have adequate capacity for the future
Oaks at Irish Prairie development.
3.2.2.2 Doolin Lift Station
The future Oaks at Irish Prairie development will be tributary to the Doolin Lift Station that is
located on Doolin Road in the Oaks at Irish Prairie Subdivision. This lift station has adequate
capacity handle the future wastewater flow which is outlined in Table 19:
TABLE 19
Doolin Lift Station Evaluation
Lift Station Parameter �I Flow (mgd)
Lift Station Firm Capacity
Existing Average
1.65
0.16
' An additional 0.29 mgd has been added to the future peak flow for the undeveloped residential lots in the current Oaks
at Irish Prairie subdivision and undeveloped commercial lots.
This lift station discharges to a 8" force main that connects to a 12" gravity sewer on Barreville Road
near Forest Road. The future peak velocity in the force main will be 5.9 fps which is below the 10
fps threshold therefore this force main has adequate capacity for the future development.
City of McHenry, Illinois
2019 Capital Development Fee Study o 190382.30 BAHTER��`;OODMAN
3. SANITARY SEWER SYSTEM Page 29 '
3.2.2.3 Oaks at Irish Prairie Trunk Sewer (McHenry Shores Subdivision)
The Doolin Lift Station discharges to a 12" gravity sewer on Barreville Road near Forest Road which
conveys the wastewater through the McHenry Shores Subdivision to the South Riverside Lift Station.
The sewer increases to a 15" at Barreville Road and Beach Drive then to an 18" sewer at Beach Drive
and South Broadway Street.
There are two sewer segments along the existing 12" sewer on Barreville Road that do not have
adequate capacity for the future development. Also there is a segment of 18" on Pearl Avenue that
does not have adequate capacity due to a shallow slope. Table 20 summarizes the deficiency.
TABLE 20
Barreville Road &Pearl Avenue Sewer Capacit�Evaluation
Existing Futnre Sewer Req'd
Down- Pipe Design Peak Peak Capacity Pipe
Upstream stream Size Capacity Flow' Flow Deficiency Size
MH MH Street (in) (mgd) (mgd) (mgd) (mgd) (in)
11U019SN 11U018SN Barreville 12 0.60 0.79 0.27 -0.47 15
- IlUO18SN 11UO17SN Barreville 12 0.41 0.73 0.27 -0.65 15
12T001SN 12SO28SN Pearl 18 090 1.36 0.27 -0.73 21
1 An additional 0.29 mgd is included in the existing peak flow in this table for the undeveloped residential lots in the current
Oaks at Irish Prairie subdivision and undeveloped commercial lots.
3.2.2.4 South Riverside Lift Station
The future Oaks at Irish Prairie development will also be tributary to the South Riverside Lift Station
that is located at the north end of South Riverside Drive in the McHenry Shores Subdivision. The
South Riverside Lift Station does not have adequate capacity to handle the future flow from the Oaks
at Irish Prairie development which is outlined in Table 21.
TABLE 21
South Riverside Lift Station Evaluation
Flow
Lift Station Parameter I) (mgd)
Lift Station Firm Capacity '
Existing
Average Daily Fl
ow
Existing Peak Flow
Reserve Capacity
Future Peak Flow
Remaining Reserve Capacity
Required Pump Upgrade
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30
0.54
012
.
0.46
0.08
0.56
-0.48
2 pumps @ 1,000 gpm each
BIIRTER���OODMli�
This lift station discharges to a 10 force main that connects to the McHenry Wastewater Treatment
Plant. The future peak velocity in the force main will be 2.0 fps which is below the 10 fps threshold
therefore this force main has adequate capacity for the future development.
3.2.3 Route 120 Trunk Sewer
3.2.3.1 Future Developments at Route 120 & Chapel Hill Road
Future developments at the southeast and southwest corners of Route 120 and Chapel Hill Road will
be a mix of single family homes and commercial development. These developments will add 1,584
PE which equates to a future peak flow of 0.58 mgd. These developments will discharge to the
existing 12" sanitary sewer on Route 120 which discharges to the Route 120 Lift Station.
The existing flow tributary to the Route 120 trunk sewer is from non-residential businesses. The
existing peak flow at the Route 120 Lift Station is 0.10 mgd. This flow was used as the existing peak
flow in the trunk sewer.
The existing 12" sewer on Route 120 has adequate capacity to convey the flow from the future
developments and the existing flow at the Route 120 Lift Station.
3.2.3.2 Route 120 Lift Station
The future developments at the intersection of Route 120 and Chapel Hill Road will be tributary to
the Route 120 Lift Station which is located on Route 120 between Adams Drive and Hillside Lane.
This lift station has adequate capacity for the future developments which is outlined in Table 22.
TABLE 22
Route 120 Lift Station Evaluation
Flow
Lift Station Parameter II (mgd)
Lift Station Firm Capacity 1.01
Existing Average Daily Flow 0.02
Existing Peak Flow 0.10
Reserve Capacity 0.91
Future Peak Flow 0.58
Ramaininu Reserve Capacity 0.33
This lift station discharges to a 6" force main that connects to a 12" gravity sewer on Route 120. The
future peak velocity in the force main will be 5.3 fps which is below the 10 fps threshold therefore
this force main has adequate capacity for the future developments.
City of McHenry, Illinois
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3. SANITARY SEWER SYSTEM Page 31
3.2.3.3 Route 120 Trunk Sewer between Route 120 at River Road Lift Stations
The 12 sanitary sewer continues west along Route 120 until Northside Avenue where is starts to
meander along side streets south of Route 120 to the River Road Lift Station. There are two trunk
sewers that discharge to the River Road Lift Station. It was estimated that about 25% of the flow is
coming from the Route 120 trunk sewer.
There are three sewer segments that do not have adequate capacity to handle the future peak flow
due to a shallow slope, therefore these sewer segments will require to be upgraded. These sewer
segments are located in a parking lot south of Route 120 and east of Charles Street. Table 23
summarizes the deficiencies.
TABLE 23
Route 120 Sewer Capacity Evaluation to River Road Lift Station
'Existing Future'. Sewer Req'd
Down- Pipe Design Peak Peak Capacity Pipe
Upstream stream Size Capacity Flow Flow Deficiency Size
MH MH (in) (mgd) (mgd) (mgd) (mgd) (in)
13LO18SN 13LO16SN 12 0.43 0.23 0.86 =0.11 15
13LO16SN 13LO17SN 12 0.38 0.23 0.86 -0.20 15
13LO17SN 13LO15SN 12 0.38 0.23 0.86 -0.20 15
3.2.3.4 River Road Lift Station
The future developments at the intersection of Route 120 and Chapel Hill Road will be tributary to
the River Road Lift Station which is located on River Road south of Route 120. This lift station does
not have adequate capacity to handle the future flow from the future developments at Route 120
and Chapel Hill Road which is outlined in Table 24.
TABLE 24
River Road Lift Station Evaluation
Flow
Lift Station Parameter II (mgd)
Lift Station Firm Capacity 0.86
Existing Average Daily Flow 0.14
Existing Peak Flow 0.52
Reserve Capacity 0.35
Future Peak Flow 0.58
Remaining Reserve Capacity -0.23
Required Pump Upgrade 2 pumps @ 1,100 gpm each
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30
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w�
This station discharges to a 6" force main that connects to a 12 gravity sewer on Riverside Avenue.
The future peals velocity in the force main will be 8.6 fps which is below the 10 fps threshold
therefore this force main has adequate capacity for the future developments.
3.2.3.5 Route 120 Trunk Sewer between River Road &Boone Lagoon Lift Stations
The River Road Lift Station discharges to a 12" sanitary sewer which then increases to a 24" pipe at
Riverside Drive where the North Riverside Lift Station connects. The 24" sewer connects to the
Boone Lagoon Lift Station. Both these sewers have adequate capacity for the future developments.
3.2.3.E Boone Lagoon Lift Station
The future developments at the intersection of Route 120 and Chapel Hill Road will be tributary to
the Boone Lagoon Lift Station which is located on Riverside Avenue south of Venice Avenue. This
lift station does not have adequate capacity to handle the future flow from the future developments
at Route 120 and Chapel Hill Road which is outlined in Table 25.
TABLE 25
Boone Lagoon Lift Station Evaluation
Lift Station Parameter
Lift Station Firm Capacity
Existing Average Daily Flow
Existing Peak Flow
Reserve Capacity
Future Peak Flow
Remaining Reserve Capacity
Required Pump Upgrade
Flow
(mgd)
7
2 numns @ 2,300 �Um each
The Freund Lift Station currently discharges to the Boone Lagoon Lift Station. The City is currently
discussing the possibility of diverting the Freund Lift Station to the Millstream Lift Station which
would provide additional capacity at the Boone Lagoon Lift Station. Based on July 2018 to June 2019
pump run time data, the peak flow at the Freund Lift Station is 0.66 mgd. The proposed future peak
flow from the new developments at Route 120 and Chapel Hill Road is 0.58 mgd, therefore if the
Freund Lift Station is diverted to the Millstream Lift Station then no upgrades would be required at
the Boone Lagoon Lift Station.
This station discharges to a 10" force main that connects to the old Central WWTP which is now a
regional pumping station. The regional pumping station then pumps the wastewater to the
McHenry WWTP. The future peak velocity in the force main will be 6.0 fps which is below the 10 fps
threshold therefore this force main has adequate capacity for the future developments.
City of McHenry, Illinois
2019 Capital Development Fee Study ®190382.30 �AXTEII ���VB®DMAtI
3.3 Recommendations
Based on the sanitary sewer and lift station capacity analysis, upgrades are needed to accommodate
the peak wastewater flow from the future developments. The total cost for all sanitary sewer and
lift station improvements is $3,055,000. Table 26 outlines the costs by trunk sewer route.
TABLE 26
Trunk Sewer &Lift Station Cost
Oaks at Irish
Cost Bull Valley Prairie Route 120
:Sanitary Sewer $465,500 $163,275 $58,800
Lift Station --M $475,000 $1,100,000
Subtotal $465,500 $638,275 $11158,800
Contingency (20%) $93,000 $127,675 $231,800
Design & Construction Engineering (15%) $69,800 $95,750 $173,800
$628,300 $861,700 $1,564,400
TOTAL I $3,055,000
If the City decides to divert the Freund Lift Station flow to the Millstream Lift Station, then the total
cost for all the sanitary sewer and lift station improvements is $2,245,000. Table 27 outlines the
costs by trunk sewer route for this option.
TABLE 27
Trunk Sewer &Lift Station Cost with Freund Lift Station Diversion
.Oaks at Irish
Cost Bull Valley Prairie Route 120
Sanitary Sewer $465,500 $1630275 $58,800
Lift Station mm- $475,000 $500)000
Subtotal $465,500 $638,275 $558,800
Contingency (20%) $93,000 $127,675 $111,800
Design & Construction Engineering (15%) $69,800 $95,750 $83,800
$628,300 $861,700 $754,400
TOTAL I $2,245,000
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4.1 Existing Conditions
L1.1 Background
Prior to January 2018, the City of McHenry owned and operated two wastewater treatment plants:
the Central Wastewater Treatment Plant and the South Wastewater Treatment Plant. The Central
Wastewater Treatment Plant is located at 3308 Waukegan Road, and was designed for a daily
average flow of 3.0 MGD. The South Wastewater Treatment Plant is located just west of the Fox River
at 3200 Charles J. Miller Road, and was designed for a daily average flow of 1.5 MGD.
The City completed its wastewater consolidation program in January 2018, which transformed the
Central Wastewater Plant into the Regional Booster Pumping Station and upgraded the South
Wastewater Treatment Plant to handle the City's total loads. The renamed McHenry Wastewater
Treatment Plant was permitted for 4.0 MGD Design Average Flow (DAF) and 16.0 MGD Design Max
Flow (DMF), which is a net loss of 0.5 MGD from the pre -consolidation status.
4.1.2 McHenry WWTP &Regional Pump Station
The McHenry WWTP can be described as having two treatment processes during average flow
conditions, the liquid steam and the solids stream treatment. The liquid stream treatment consists
of primary, secondary and tertiary treatment with UV disinfection. The solids stream treatment
consists of thickening, partial digestion ,and dewatering of the produced/removed solids from the
liquid stream treatment process.
•.• Primary treatment 74emoves coarse solids though a step screen, fine solids and grit are
removed by proceeding micro -screens.
❖ Secondary treatment degrades organic matter and settles suspended solids that were not
removed during primary treatment. Organic matter is degraded through a biological
process that takes place in a sequence batch reactor and two oxidation ditches. The liquid
then goes through secondary clarification where the smaller particle solids are settled
and removed.
❖ Tertiary treatment polishes secondary effluent by further removal of suspended solids
and further reduction of organic concentrations. Finally, the polished effluent passes
through UV disinfection where pathogenic organisms are inactivated, allowing for clean
and safe water discharge. Plant effluent is discharged directly into the Fox River, which is
a tributary to the Illinois River.
❖ Thickening, of the secondary produced sludge, is accomplished by a gravity belt thickener
to increase the percent solids concentration of the sludge.
City of McHenry, Illinois
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❖ Partial digestion takes place in an aerated sludge holding tank that where sludge is
stabilized through a biological process targeting reduction of odor, and pathogen
concentration.
•3 Dewatering is accomplished by passing the partially digested sludge through two belt
filter presses which dewater and thicken sludge to approximately 15-20% solids. The dry
sludge is then sent to hauling trucks that take the dry sludge to the Winnebago landfill in
Rockford.
During max flow conditions, triggered by a significant storm event, the process is modified to be able
to handle a design max flow of 16 MGD. In such conditions a high -rate clarifier unit is brought on
line for additional secondary treatment capacity.
The McHenry Wastewater Treatment Plant received its new NPDES Permit effective November 1,
2015 with an expected expiration date of October 31, 2020. A copy of the current NPDES permit and
supplemental conditions for the treatment plant is included in Appendix E. The permitted limit
requirements are listed in Table 28.
TABLE 28
NPDES Permit Effluent Limit Requirements
Parameter Limit
Monthly Avg GBOD
20 mg/L
The Regional Booster Pumping Station collects flow that was originally treated at the Central
Wastewater Treatment Plant and sends it to the McHenry WWTP through a 16 inch force main. The
pump station contains two pumps for a combined max capacity of 4.2 MGD that send the regular
regional discharge to the WWTP. There are two additional storm pumps that activate during a
"storm mode", which sends the water through a dedicated 24 inch force main to the treatment plant.
4.2 Future Demands
WWTP capacity is important to consider because each process in the plant has been designed to
handle so much flow in order to properly treat wastewater to meet NPDES discharge limits. When
applying for a new NPDES permit, IEPA examines the percent of total capacity WWTP is rated for.
City of McHenry, Illinois
2019 Capital Development Fee Study o 190382.30 �AICTEFI�80DMAtI
Determining future capacity of a wastewater treatment plant considers the, hydraulic loading,
organic loading, and total solids loading the plant is expected to have. Loading projections are
estimated based on the 10 States Standards listed projection factors 100 gpd/PE, 0.17 lbs. BOD/PE,
and 0.20 lbs. TSS/PE respectively. The 10 States Standards are an industry accepted set of standards
widely used in the Midwest region of the United States.
4.2.1 Near Future
Wastewater capacity in Near Future conditions were examined by computing plant capacity
respective to the added flow from the three trunk sewers identified in Section 3 of the report.
❖ Bull Valley Road Trunk Sewer will add flow from the Legend Lakes, Preserves of Boone
Creek, and Bull Valley & Curran developments. The additional 2,298 RE will add 0.23
MGD, which will increase hydraulic loading to 3.33 MGD and cause plant to be at 83% of
total plant capacity.
❖ Oaks at Irish Prairie Trunk Sewer will add flow only from the Oaks at Irish Prairie
development. The additional 700 RE will add 0.07 MGD, which will increase hydraulic
loading to 3.17 MGD and cause plant to be at 79% of total plant capacity.
❖ Route 120 Trunk Sewer will add flow from East and West of Chapel Hill Road
developments. The additional 1,584 RE will add 0.16 MGD, which will increase hydraulic
loading to 3.26 MGD and cause plant to be at 8 2 % of total capacity.
Assuming all Near Future Developments, the additional 4,582 P.E will add 0.46 MGD, which will
increase hydraulic loading to 3.56 MGD and cause plant to be at approximately 89% of total capacity.
Table 29 summarizes the respective evaluation for Near Future conditions.
TABLE 29
Hydraulic Load Projection
Oak at Irish
Bull Valley Rd. Prairie Route 120 All Near
Trunk Sewer Trunk Sewer Trunk Sewer Future
Additional Total P.E 21298 700 1,584 4,582
Flow Factor 100 100 100 100
(gpd/P.E)
Additional flow 229,800 70,000 1580360 458,160
(gpd)
Additional flow 0.23 0.07 .16 0.46
(MGD)
Existing hydraulic load 3.10 3.10 3.10 3.10
(MGD)
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30 �AXTEA' ��Y®ODMAM
4. WASTEWATER SYSTEM Page 37
Oak at Irish
Bull Valley Rd. Prairie Route 120 All Near
Trunk Sewer Trunk Sewer Trunk Sewer Future
Near Future Hydraulic 3.33 3.17 3.26 3.56
Loading (MGD)
4.00 4.00 4.00 4.00
Existing Plant Capacity
Percent of Total Plant 83% 79% 82% 89%
Capacity
Future organic and total solids loadings were examined similarly. The wastewater treatment plant
has design loadings of 7,206 lbs. BOD/day and 7,907 lbs. TSS/day. Loading projections for both
parameters remain at or under 70% of total design capacity with all Near Future Developments.
Tables 30 and 31 summarize the added organic and solids load and the respective percent of total
design capacity.
TABLE 30
Organic Load Projection
Oak at Irish
Bull Valley Rd Prairie Route 120 All Near
Trunk Sewer Trunk Sewer Trunk Sewer Future
Additional total RE 21298 700 11584 41582
Organic contribution factor0.17 0s17 0.17 0.17
(lbs. BOD5/PE)
Additional organic load 390 119 269 779
(lbs. BOD5/day)
Existing organic Loading 4,213 41213 4,213 4,213
(lbs. BOD5/day)
Total organic loading 41603 41332 4,482 4,992
(lbs. BOD5/day)
Organic design loading 71206 71206 7,206 71206
(lbs. BOD5/day)
% of Organic loading 64% 60% 62% 69%
capacity
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30 BAITER YxJ®ODMAN
Additional Total PE
Total solids contribution
factor
(lbs. TSS/PE)
Additional SS Load
(lbs. TSS/day)
Existing total solids
loading
(lbs. TSS/day)
Total solids loading,
(lbs. TSS/day)
Total solids design loading
(lbs. TSS/day)
% of Total solids loading
canacity
TABLE 31
Solids UaSLAMAW Projection
Oak at Irish
Bull Valley Rd Prairie Route 120 All Near
Trunk Sewer Trunk Sewer Trunk Sewer Future
2,298 700 1,584 4,582
0.20 0.20 0.20 0.20
460 140 317 916
4,228 4,228 4,228 41228
4,688 41368 4,545 5,145
7,907 71907 7,907 7,907
59% 55% 57% 65%
Organic and solids loading projections remain at or under 65% of total capacity with all Near Future
developments contributing flow to McHenry WWTR
4.2.2 Distant Future
Distant Future Developments are presumed to be developed after all Near Future Developments.
There are four identified Distant Future developments for which wastewater treatment plant
capacity was examined.
All Distant Future Developments will add flow from Soutli of Bull Valley &Curran, East of Crystal
Lake Road, North of cCullum Lake Road, 120 &Malin Road, and Chapel Hill Road north of 120.
The additional 10,540 RE will add 1.05 MGD, which will increase hydraulic loading to 4.62 MGD and
cause plant to be 15% over the hydraulic capacity.
Table 32 below summarizes the respective hydraulic capacity evaluation for Distant Future.
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30 6AXTER��O�UMAF!
Additional Total
RE
Flow Factor
(gPd/P.E)
Additional flow
(gp d)
Additional flow
(MGD)
Existing hydraulic
load
(MGD)
Distant Future
hydraulic load
(MGD)
Existing Plant
Capacity
(MGD)
Percent of Total
Plant Capacity
TABLE 32
Distant Future Hydraulic Load Projections
Chapel
South of East of North 120 & Hill Road All
Bull Valley Crystal Lake McCullom Martin (north of Distant
& Curran Road Lake Road Road 120) Future
1,701 4,583 31166 898 193 10,540
100 100 100 100 100 100`
170,100 458,300 316,600 89,800 19,300 105,4000
0.17 0.46 0.32 0.09 0.02 1.05
3.56 3.56 3.56 3.56 3.56 3.56
3.73 402 3.88 3.65 3.58 4.62
4200 4.00 4.00 4.00 4.00 4.00
93% 101% 97% 91% 90% 115%
The organic and total solids loading projections were evaluated at Distant Future conditions as well.
The loadings with all Distant Future Developments remained under 92%, and 88% respectively.
These loadings are not of significance since the limiting factor for the plant is the hydraulic load,
with all Distant Future Developments the hydraulic load exceeds capacity by 15%.
4.3 Recommendations
4.3.1 NPDES Plant Re -Rating
Re -rating McHenry WWTP from 4.0 MGD to 4.5 MGD has been examined as a possible solution. The
City can approach a re -rate now or approach at a future date within the next ten years. In order to
achieve a re -rate from IEPA McHenry must:
(1) Provide information required by IEPA to conduct a new Anti -Degradation Analysis
(2) Prove the McHenry WWTP has 4.5 MGD of capacity through a Basis of Design showing
that each treatment process has the capacity tojustify a re -rate.
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30 BflXTER WOODMAN
Approaching a re -rate now would require the two things mentioned above to be submitted to IEPA
for approval. Based on the evaluation for Potential and Distant Future Developments, hydraulic load
was pointed as the limiting factor of the plant. With this being said, the City would approach a re -
rate to 4.5 MGD and agree to keep load limits as if it was rated for 4 MGD.
Table 33 depicts the max concentration load to meet if a re -rate to 4.5 MGD is approached keeping
4.0 MGD load limits.
TABLE 33
Max Concentration to Meet Load Limit at a 4.5 MGD Re -Rate
BOD5' SS NH3 TP
Permitted Flow 4.0 4.0
(MGD)
Concentration Limit 20 25 1.5 1
mg L
Conversion Factor 8.34 8.34 ` 8.34 8.34
(lb.-L/mg-MG)
Load Limit 667 834 50 33
(lbs/day)
Load Limit 667 834 50 33
(Ibs./day)
Re -Rate 4.5 4.5 4.5 4.5
(MGD)
Conversion Factor 8.34 8.34 8.34 8.34
(lb.-L/mg-MG)
Max Concentration to meet Load Limit
at re -rated flow of 4.5MGD 17.8 22.2 1.3 0.9
fine/Ll
Re -rating at a future date is another option. At this point in time there is no immediate need to
provide the plant with additional capacity. Currently, the plant is at 73% of its total hydraulic
capacity and is projected to have sufficient capacity for all Near Future Developments expected in
the next twenty years.
Planning for a re -rate together with the Facility Plan Report at a future date will give the City
planning time to prepare for those identified Distant Future Developments. Incorporating the cost
to re -rate to the capital development fee will provide funds specifically allocated for this purpose. It
is also important to mention that requirements to re -rate in the future are bound to change.
Table 34 below compares advantages and disadvantages.
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30 �AXTER,��1100DMAN
TABLE 34
Re -Rate Now versus at a Future Date Comparison
Advantages Disadvantages
• Gives security for the next 20
years . Immediate Cost
Re -Rate Now . Avoid request changes from
Development Fee Increase
Environmental Advocacy
Groups
• Reduction in Capital
Development Fee Environmental Advocacy
Groups could add more
Re -Rate at a onerous request
Future Date
• Provides City with planning time
• Provides City with time to • Changes in EPA limits and
allocate allocate funds
4.3.2 Addressing Infiltration and Inflow
Infiltration and Inflow (I/I) is additional flow wastewater plants receive via sanitary sewer. Inflow
refers to water from improper connections, such as downspouts or sump pumps. Infiltration refers
to groundwater entering the sewer pipe through leaks. A focus to decrease I/I would entail making
upgrades to the City's sanitary sewer system. Such upgrades will assist in the hydraulic load
reduction to the treatment plant .
The most recent NPDES permit evaluation for the McHenry WWTP, noted that the City has been
actively using a televising system to identify and repair lines as needed. It was also pointed out that
the City budgets $100K per year for sewer lining. The City is expecting an update to their SSES model
in the near future, the latest update to the report was completed in 2008.
4.3.3 Wastewater Capacity Discussion
Section 4.3 discusses possible solutions with a target to provide the wastewater treatment plant
with sufficient capacity to service all Near Future and Distant Future Developments. The plant is
projected to have sufficient capacity for all Near Future Developments but for Distant Future,
assuming all Near Future are developed first, the plant is projected to be 15% over its rated capacity.
Table 35 below summarizes the projected loadings and respective percent of total capacity for each
parameter evaluated.
City of McHenry, Illinois
2019 Capital Development Fee Study 190382.30
�AXTER �IOODMAM
TABLE 35
Wastewater Capacity Summary Table
Near Future Distant Future Near Future + Distant
Existing Development Development Future Developments
Loading % of Capacity Loading % of Capacity Loading % of Capacity Loading % of Capacity
Hydraulic
(MGD) 3.10 78% 3.56 89.07% 4AS 104% 4.62 115%
Organic
(lbs.
BOD/day) 4,206 58% 4992 69% 51998 83% 6,777: 92%
Total
Solids
(Ibs.
TSS da ) ` 4,222 53% 5,145 65% 61330 80% 7,246 88%
As there is no immediate need to re -rate the plant, approaching a re -rate at a future date is identified
as the option with least impact to the development fee.
The cost to re -rate would include a Facility Plan Report, and allocated budget to meet with local
Environmental Advocacy groups. The present value of a Facility Plan Report accounting for meetings
is estimated to be $100,000, Inflating at a 4% rate to ten years from now, the estimated future cost
will be approximately $148,00,00.
Inflation records from Engineering News Record Construction Cost Index for Chicago were used to
calculate the 4% inflation rate. Records show that the ENR CCI has increased an average of 4.15%
per year from December of 1993 to July of 2019, for the purpose of this report the rate was rounded
to the nearest percent value.
It is ultimately Unto the City to decide which option it is most appropriate.
City of McHenry, Illinois
2019 Capital Development Fee Study ®190382.30 f3AX7Elt�®ODIAAR
5.1 Existing Capital Development Fee
The City of McHenry's existing water and sanitary sewer development fees effective on May 1, 2016
are summarized in Table 36.
TABLE 36
Existin�Residential Water &Sewer Capital Development Fee Structure
Connection to Connection to Connection to Both
Type of Unit Water Only Sewer Only Water & Sewer
2 Bedroom or less
3 Bedroom
4 Bedroom
5 Bedroom or more
1 Bedroom
2 Bedroom'
3 Bedroom
4 Bedroom or more
Apartments
Efficiency
1 Bedroom
2 Bedroom
3 Bedroom
$2,199 $2,607 $4,806
$3,811 $3,739 $71550
$4,098 $4,788 $8,886
$41098 $4,868 $8,966
$1,300 $1,538 $2,838
$2,164 $2,571 $41735
$2,602 $3,151 $5,753
$3,426 $4,057 $7,483
$1,408 $1,674 $3,082
$11912 $2,273 $4,185
$2,084 $2,471 $4,555
$3,325 $3,942 $7,267
Connection to Connection to Connection to Both
Meter Size 'Water Only ' Sewer Only Water &Sewer
3/4" $3,811 $3,739 $7,550
1" $10,655 $6,252 $16,917
11/2it $18,288 $12,462 $30,750
2" $30,478 $19,942 $50,420
3» $68,578 $39,924 $108,502
4" $190,492 $62,377 $252,869
6" $190,492 $124,712 $315,204
City of McHenry, Illinois
2019 Capital Development Fee Study ®190382.30 BA1(TEB�OODFIAti
S. CAPITAL DEVELOPMENT FEE Page 44
5.2 Water Capital Development Fee
Three options were evaluated for the water capital development fee:
(1) Build Water Treatment Plant 5 at We1111
(2) Build Water Treatment Plant 5 at Well 12/13 and spread cost over Near Future PE
(3) Build Water Treatment Plant 5 at Well 12/13 and spread cost over Near and Distant
Future PE
The cost per household to construct the required water system improvements are shown in Table
37 below.
TABLE 37
Water System Capacity Improvement Costs per Average Household
Cost per
Options ` Household
1- Water Treatment Plant 5 at Well 11 $2,590
2 - Water Treatment Plant 5 at Well 12/13 (Near Future PE) $3,410
3 - Water Treatment Plant Sat Well 12/13 (Distant Future PE $980
Table 38 provides the following capital development fee structure for residential units for both
options.
TABLE 38
Residential Water Capital Development Fee Structure
Option 3
Option 2 Wells 12/13
Total Person Option 1 Wells 12/13 (Distant Future
Type of Unit per Dwelling Unit Well 11 (Near Future PE) PE)
.Detached Single -Family
2 Bedroom 2.017 $5,225 $6,878 $1,977
3 Bedroom 2.899 $7,509 $9,886 $2,841
4 Bedroom 3.764 $9,749 $12,836 $3,689
5 Bedroom 3.770 $91765 $121856 $3,695
Attached Single -Family
1 Bedroom 1.193 $3,090 $4,069 $1,169
2 Bedroom 1.990 $51155 $6,786 $1,950
3 Bedroom 2.392 $6,196 $8,157 $2,344
4 Bedroom 3.145 $8,146 $10,725 $3,082
Apartments
City of McHenry, Illinois
2019 Capital Development Fee Study ®190382.30
BAXTEIIV�N000MAR1
5. CAPITAL DEVELOPMENT FEE I IPage 45
1.294 $3,352 $4,413 $1,268
1.758 $4,554 $5,995 $1,723
1.914 $4,958$6,527 $1,876
3.053 $7,908; $10,411 $2,992
The City's capital development fee system for commercial and industrial users assesses fees based
on the size of the water meter installed, which is shown below in Table 39.
TABLE 39
Commercial and Industrial Water Capital Development Fee Structure
4.80
18
50
50
180
$2590 $3,410 $980
$7,252 $91548 $2,744
�12,432 $16,368 $4,704
�201720 $27,280 $7,840
�46,620 $61,380 $17,640
129,500 $1701500 $49,000
129,500 $170,500 $49,000
466,200 $613,800 $176,400
Table 40 provides a comparison between the existing and proposed costs fora 3 bedroom detached
single family home:
Existing &Proposed Water Capital Development Comparison
Detached Single -Family
3 Bedroom $3,811 $7,509 $9,886 $2,841
% Increase --- 97% 159% -25%
For the purpose of this report and given the fact that there is a still a Distant Future development
category, Baxter and Woodman would recommend Option 2. This option gets all the wells at a
comfortable max daily runtime, all very well under the recommended max of 18 hours per day. This
leave the City is a good position in the event development occurs more quickly than anticipated as
well as provided a larger firm capacity to the entire system.
City of McAemy, Illinois
2019 Capital Development Fee Study ®190382.30
BA�TEg�'"���IOODMAW
5. CAPITAL DEVELOPMENT FEE ^Page 46
5.3 Sanitary Sewer Capital Development Fee
The Sewer Capital Development Fee is comprised of the capacity improvement upgrades required
in both the collection and conveyance of sewage and the treatment process. Two options were
evaluated:
(1) Fee based on sanitary sewer improvements with current lift station configuration.
(2) Fee based on sanitary sewer improvements if the Freund Lift Station is diverted to the
Millstream Lift Station.
Table 41 summarizes the cost per household for the required improvements.
TABLE 41
Sewer Capital Development Fee for Average Household
The City's current capital development fee structure for residential units is based on the Table of
Estimated Ultimate School Population Per Dwelling Unit from the 1996 Illinois School Consulting
Service, Associated Municipal Consultants, Inc., Naperville, Illinois. The published figures were used
to establish the respective population densities per type of residential unit.
Table 42 provides the following capital development fee structure for residential units.
TABLE 42
Residential Sewer Capital Development Fee Structure
Option 1 Cation 2
1:,'t.. \. V1V 1111. UYY l.11lllf'i, Vlll{. LGYL.1V Y111G1141GG LGYG1V j.J111G1161'GG
Detached Single -Family
2 Bedroom 2.017 $3,879 $2,898
3 Bedroom 2.899 $5,575 $4,166'
4 Bedroom 3.764 - $7,238 $5,409
5 Bedroom 3.770 $7,250 $5,417
Attached Single -Family
1 Bedroom 1.193 $2,294 $1,714
City of McHenry, Illinois
2019 Capital Development Fee Study • 190382.30
BAXTER,���4VOODMAt�
1.990
2.392
rw
$3,437
$4,519
$1,859
$2,526
$2,750
$4.387
Table 43 provides the capital development fee structure for commercial and industrial units based
on meter size.
TABLE 43
Commercial and Industrial Capital Fee Structure
5/8" x 3/4" 1.00 $1,923 $1,437
1" 2.80 $5,384 $4,024
1-1/2" 4.80 $9,230 $6,898
2" 8.00 $15,384 $11,496
3" 18 $34,614 $25,866
4" 50 $96,150 $71,850
6" 50 $96,150 $71,850
8" 180 $346,140 $258,660
Table 44 provides a comparison between the existing and proposed costs fora 3 bedroom detached
single family home:
TABLE 44
Existing &Proposed Sewer Capital Development Comparison
Option 1 Option 2
Existing Proposed Proposed
Type of Unit Sewer Fee Sewer'Fee Sewer Fee 11
Detached Single -Family
3 Bedroom $3,739 $5,575 $4,166
% Increase --- 50% 11%
City of McHenry, Illinois
2019 Capital Development Fee Study ®190382.30
f3AXTEti� ���t00DMAN
5. CAPITAL DEVELOPMENT FEE ^Page 48 r
5.4 Comparison of Neighboring Development Fees
A survey of neighboring and similar communities' development fees was conducted as part of this
study. The survey required minor assumptions to compare development (connection) fee structures
that do not match McHenry's existing fee structure. The results for the Water and Sanitary Sewer
Development Fees are shown in Appendix C and D.
Overall, the existing Residential Water Development Fees for McHenry rank the lowest in
comparison to the Village of Algonquin, Village of Cary, City of Crystal Lake, Village of Lakewood,
Village of Lake in the Hills, and the City of Woodstock. McHenry's existing Residential Water
Connection fee comes in at $2,199 for the base unit of a Detached Single -Family home with two
bedrooms. The Village of Lakewood's fee for an equivalent unit is $10,766. In comparison, the most
costly option of proceeding with the construction of Water Treatment Plant 5 at Wells 12/13 over
the Near Future PE Projection, McHenry's water development fees rank 4th out of the group at $6,878
for the base unit.
Non -Residential Water Development Fees for McHenry rank fairly high on the whole compared to
the figures available for comparison among the communities listed above. It should be noted that
the capacity ratio between meters appears to be unequal between each municipality, and causes the
larger meters to be more costly within McHenry. Capacity ratios roughly equate how much more
water would pass through a given meter size, with the base ratio starting at a 3/a-inch connection for
McHenry. Only the City of Crystal Lake and City of Woodstock appear to use this as the base ratio.
McHenry's capacity ratio are listed below:
Meter Capacity
Size Ratio
3/4" 1.00
1" 2.80
1 1/2" 4.80
2" 8.00
3" 18
4" 50
6" 50
McHenry's existing Residential Sanitary Sewer Connection Fee is again the lowest of the group at
$2,607 for the base unit of a Detached Single -Family home with two bedrooms. The Village of
Lakewood comes in with the highest at $9,904 for an equivalent unit. Even with the more expensive
Option 1 for McHenry, this fee is just slightly above the next lowest fee from the City of Woodstock
at $3,879 to $3,3635 respectively.
Non -Residential Sanitary Sewer Development Fees for McHenry rank lowest at the 3/4-inch base
connection size compared against the City of Crystal Lake and City of Woodstock. However, with the
City of McHenry, Illinois
2019 Capital Development Fee Study ®190382.30
BAXTER�Vf00DMAN
same capacity ratios applied to McHenry, the fees surpass all but the village of Lakewood for
connections up to 6 inches.
City of McHenry, Illinois
2019 Capital Development Fee Study ®190382.30
BARTERS �a�J00DMAN
APPENDICES
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LLINOI5 ENVIRONMENTAL PROTECTION AGENCY
1021 NORTH GRAND AVENUE EAST, P.O. BOX 19276, SPRINGFIELD, ILLINOIS 62794-9276 • (217) 782-2829
BRUCE RAUNER, GOVERNOR LISA BONNETT, DIRECTOR
217/782-0610
October 14, 2015
City of McHenry
333 South Green Street
McHenry, Illinois 60050
Re: McHenry -South WWTP
NPDES Permit No. IL0066257
Final Permit
Gentlemen:
Attached is the final NPDES Permit for your discharge. The Permit as issued covers discharge
(imitations, monitoring, and reporting requirements. Failure to meet any portion of the Permit could result
in civil and/or criminal penalties. The Illinois Environmental Protection Agency is ready and willing to
assist you in interpreting any of the conditions of the Permit as they relate specifically to your discharge.
The Agency has completed our review of the comment letter dated September 8, 2015 and offers the
following response:
1. The language in Special Condition 4 was revised based on comments from USEPA and remains
unchanged.
2. Special Conditions I and 15 have been revised to include language requiring the optimization and
feasibility studies be completed after the construction t the WWTP consolidation or 42 months after the
effective date of this permit, whichever comes first.
Agency has begun a program allowing the submittal of electronic Discharge Monitoring Reports
(NetDMRs) instead of paper Discharge Monitoring Reports (DMRs). If you are interested in NetDMRs,
more information can be found on the Agency website, http://epa.state.il,us/water/net-dmr/index.html. If
your facility is not registered in the NetDMR program, a supply of preprinted paper DMR Forms for your
facility will be sent to you prior to the initiation of DMR reporting under the reissued permit. Additional
information and instructions will accompany the preprinted DMRs upon their arrival.
The attached Permit is effective as of the date indicated on the first page of the Permit. Until the effective
date of any re -issued Permit, the limitations and conditions of the previously -issued Permit remain in full
effect. You have the right to appeal any condition of the Permit to the Illinois Pollution Control Board
within a 35 day period following the issuance date.
Should you have questions concerning the Permit, please contact Kaushal Desai at 217/782-0610.
Sincerely,
Alan Keller, P.E.
Manager, Permit Section
Division of Water Pollution Control
S AI{: I{I{D:1506 1601.bah
Attachment: Final Permit
-0302 N. Main St., Rockford, IL 61 103 (815) 987-7760 951 1 Harrison St., Dos Plnlnes, IL 60016 (847) 294--0000
� 595 S. Stato, EIgOu IL 60123 (847) 608-3131 -012 SW Washington St„ Sulto D, Poorla, IL 61602 {309) 671-3022
2125 S. First St., Champaign, IL 61820 (217) 278-5800 2309 W. Main St., Sulta I I6, Marlon, IL G2959 (618) 993.7200
2009 h1cl 51.0 Co111nfville, IL 62234 (618j 3-06.5120 100 W. Randolph, Sulto 10.300, Clticago, IL 60601 (312j 81 A•6026
Page 2
cc: Records
Compliance Assurance Section
Des Plaines Region
Billing
HR Green
US EPA
Facility
CMAP
4302 N. Main St., Rockford, Il 61 103 (815) 987-7760
595 S. Stata, Elgin, IL 60123 (847) 608-3131
2125 S. First St., Citarnpalgn, Il 61820 (217) 278.5800
2009 1Aail St., Colluuwllo, Il 62234 (b 18) 346.5120
951 i Harrison St., Das Plainos, Il 60016 (8-07) 294-4000
412 SW Washington St., SNto D, Poorla, Il 61602 (309) 671-3022
2309 W. Main St., Suito 1 i b, Marlas, IL 62959 (618) 993.7200
100 W. Randolph, Suito 10.300, Chicago, IL 60601 (312) 814.6026
NPDES Permit No. IL0066257
Illinois Environmental Protection Agency
sion of Water POIllltIon Control
1021 North Grand Avenue East
Post Office Box 19276
Springfield, Illinois 62794-9276
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
Reissued (NPDES) Permit
Expiration Date: October 31, 2020 Issue Date: October 14, 2015
Effective Date: November 1, 2015
Name and Address of Permittee:
City of McHenry
333 South Green Street
McHenry, Illinois 60050
Receiving Waters; Fox River
Facility Name and Address:
Henry" South WWTP
222 South McHenry Avenue
McHenry, Illinois 60050
(McHenry County)
In compliance with the provisions of the Illinois Environmental Protection Act, Title 35 of the III. Adm. Code, Subtitle C, Chapter I, and the
Clean Water Act (CWA), the above -named Permittee is hereby authorized to discharge at the above location to the above -named
receiving stream in accordance with the Effluent Limitations, Monitoring, and Reporting requirements: Special Conditions and Attachment
H Standard Conditions attached herein.
Permittee is not authorized to discharge after the above expiratio
expiration date, the Permittee shall submit the proper application as
later than 180 days prior to the expiration date,
SAK:KKD:15061601.bah
n date, in order to receive authorization to discharge beyond the
required by the Illinois Environmental Protection vemy (IEPA) not
Alan Keller, P.E.
Manager, Permit Section
sion of Water Pollution Control
Vage 2
NPDES Permit No. IL0066257
Effluent Limitations Monitoring and Reporting,
�1►Ll>A
Discharge Numbers) and Name(s): 001 STP Outfall (Existing Facility)
Load limits computed based on a design average flow (DAF) of 1.5 MGD (design maximum flow (DMF) of 4.2 MGD).
From the effective date of this Permit until the start of operation of the proposed facility or expiration date, whichever comes first, the
effluent of the above discharge(s) shall be monitored and limited at all times as follows:
LOAD LIMITS Ibs/day CONCENTRATION
DAF (DMF)* I LIMITS mg/L
Monthly Weekly Daily Monthly Weekly Daily Sample Sample
Parameter Average Average Maximum Average Average Maximum Frequency Type
Flow (MGD) Continuous
CBOD5**' 167(500) 334(1001) 20 40 3 DaysNVeek Composite
Suspended Solids**' 209(626) 375(1126) 25 45 3 DaysNVeek Composite
pH Shall be in the range of 6 to 9 Standard Units 3 Days/Week Grab
Fecal Coliform Daily Maximum shall not exceed 400 per 100 mL 3 Days/Week Grab
Chlorine Residual 0.05 3 Days/Week Grab
Ammonia Nitrogen:
As (N)
March-May/Sept.-Oct. 19 (53) 28 (77) 1.5 2.2 3 Days/Week Composite
June -August 19 (53) 40 (112) 1.5 3.2 3 Days/Week Composite
Nov. -Feb. 34 (95) 2.7 3 DaysNVeek Composite
Total Phosphorus (as P) 13 (35) 1.0 3 DaysNVeek Composite
Total Nitrogen Monitor only 1 Day/Week Composite
Monthly Weekly
Average Average
not less not less Daily
Dissolved Oxygen than than Minimum
March -July N/A 6.0 5.0 3 Days/Week Grab
August -February 5.5 4.0 3.5 3 DaysNVeek Grab
*Load limits based on design maximum flow shall apply only when flow exceeds design average flow.
**Carbonaceous GODS (CBODS) testing shall be in accordance with 40 CFR 136.
'BOD5 and Suspended Solids (85% removal required): in accordance with 40 CFR 133, the 30-day average percent removal shall not
be less than 85 percent except as provided in Sections 133,103 and 133,105, The percent removal need not be reported to the IEPA on
DMRs but influent and effluent data must be available, as required elsewhere in this Permit, for IEPA inspection and review. For
measuring compliance with this requirement, 5 mg/L shall be added to the effluent CBODS concentration to determine the effluent BOD5
concentration.
Percent removal is a percentage expression of the removal efficiency across a treatment plant for a given pollutant parameter, as
determined from the 30-day average values of the raw wastewater influent concentrations to the facility and the 30-day average values of
the effluent pollutant concentrations for a given time period.
Flow shall be reported on the Discharge Monitoring Report (DMR) as monthly average and daily maximum.
Fecal Coliform shall be reported on the DMR as a daily maximum value.
pH shall be reported on the DMR as minimum and maximum value.
Chlorine Residual shall be reported on DMR as daily maximum value.
Dissolved oxygen shall be reported on the DMR as a minimum value.
Total Phosphorus shall be reported on the DMR as a monthly average and daily maximum value.
NPDES Permit No. IL0066257
Effluent Limitations. Monitoring and Reporting
FINAL
Discharge Numbers) and Nan eksj: 001 STP Outfall (Proposed Facility)
Load limits computed based on a design average flow (DAF) of 4.0 MGD (design maximum flow (DMF) of 16.0 MGD).
From the completion of construction and start of operation of the proposed facility until the expiration date, the effluent of the above
discharge(s) shall be monitored and limited at all times as follows:
LOAD LIMITS Ibs/day CONCENTRATION
DAF (DMF)LIMITS mg/L
Monthly Weekly Daily Monthly Weekly Daily Sample Sample
Parameter Average Average Maximum Average Average Maximum Frequency Type
Flow (MGD) Continuous
CBODe**' 667 (2669) 1334 (5338) 20 40 3 DaysNVeek Composite
Suspended Solids**' 834 (3336) 1501 (600§ 25 45 3 Days/Week Composite
pH Shall be in the range of 6 to 9 Standard Units 3 Days/Week Grab
Fecal Coliform Daily Maximum shall not exceed 400 per 100 mL 3 Days/Week Grab
Chlorine Residual 0.05 *** Grab
Ammonia Nitrogen:
As (N)
March-May/Sept.-Oct. 50 (200) 73 (294) 1.5 2.2 3 Days/Week Composite
June -August 50 (200) 107 (427) 1.5 3.2 3 DaysNVeek Composite
Nov. -Feb. 90 (360) 2.7 3 Days/Week Composite
Total Phosphorus (as P) 33 (133) 1.0 3 Days/Week Composite
Total Nitrogen Monitor only 1 Day/Week Composite
Monthly Weekly
Average Average
not less not less Daily
Dissolved Oxygen
than than Minimum
March -July N/A 6.0 5.0 3 Days/Week Grab
August -February 5.5 4.0 3.5 3 DaysNVeek Grab
*Load limits based on design maximum flow shall apply only when flow exceeds design average flow.
**Carbonaceous BODE (CBODS) testing shall be in accordance with 40 CFR 136.
***See Special Condition 9.
'BODS and Suspended Solids (85% removal required): in accordance with 40 CFR 133, the 30-day average percent removal shall not
be less than 85 percent except as provided in Sections 133,103 and 133,105. The percent removal need not be reported to the IEPA on
DMRs but influent and effluent data must be available, as required elsewhere in this Permit, for IEPA inspection and review. For
measuring compliance with this requirement, 5 mg/L shall be added to the effluent CBOD5 concentration to determine the effluent BOD5
concentration.
Percent removal is a percentage expression of the removal efficiency across a treatment plant for a given pollutant parameter, as
determined from the 30-day average values of the raw wastewater influent concentrations to the facility and the 30-day average values of
the effluent pollutant concentrations for a given time period.
Flow shall be reported on the Discharge Monitoring Report (DMR) as monthly average and daily maximum.
Fecal Coliform shall be reported on the DMR as a daily maximum value.
pH shall be reported on the DMR as minimum and maximum value.
Chlorine Residual shall be reported on DMR as daily maximum value.
Dissolved oxygen shall be reported on the DMR as a minimum value.
Total Phosphorus shall be reported on the DMR as a monthly average and daily maximum value.
Page 5
NPDES Permit No, IL0066257
Special Conditions
SPECIAL CONDITION 1. This Permit may be modified to include different final effluent limitations or requirements which are consistent
with applicable laws and regulations. The IEPA will public notice the permit modification.
SPECIAL CONDITION 2. The use or operation of this facility shall be by or under the supervision of a Certified Class 1 operator.
SPECIAL CONDITION 3, The IEPA may request in writing submittal of operational information in a specified form and at a required
frequency at any time during the effective period of this Permit.
SPECIAL CONDITION Without Public Notice, 4. The IEPA may request more frequent monitoring by permit modification pursuant to 40 CFR § 122.63 and
SPECIAL CONDITION 5. The effluent, alone or in combination with other sources, shall not cause a violation of any applicable water
quality standard outlined in 35 III. Adm, Code 302,
SPECIAL CONDITION 6v The Permittee shall record monitoring results on Discharge Monitoring Report (DMR) Forms using one such
form for each outfall each month.
In the event that an outfall does not discharge during a monthly reporting period, the DMR Form shall be submitted with no discharge
indicated.
The Permittee may choose to subunit electronic DMRs (NetDMRs) instead of mailing paper DMR0 to the IEPA. More information,
including registration information for the NetDMR program, can be obtained on the IEPA website,
http://Www.epa.state.i1.Lts/water/net.dmr/index,htm1.
The completed Discharge Monitoring Report forms shall be submitted to IEPA no later than the 25t1i df th otherwise specified by the permitting authority, ay oe following month, unless
Permittees not using NetDMRs shall mail Discharge Monitoring Reports with an original signature to the IEPA at the following address:
Illinois Environmental Protection Agency
Division of Water Pollution Control
Attention: Compliance Assurance Section, Mail Code # 19
1021 North Grand Avenue East
Post Office Box 19276
Springfield, Illinois 62794-9276
SPECIAL CONDITION 7 The provisions of 40 CFR Section 122.41(m) & (n) are incorporated herein by reference.
SPECIAL CONDITION 8 Samples taken in compliance with the effluent monitoring requirements shall betaken at a point representative
of the discharge, but prior to entry into the receiving stream.
SPECIAL CONDITION 9. For Discharge No. 001 (proposed facility), any use of chlorine to control slime growths, odors or as an
operational control, etc, shall not exceed the limit of 0,05 mg/L (daily maximum) total residual chlorine in the effluent. Sampling is
required on a daily grab basis during the chlorination process. Reporting shall be submitted on the DMR's on a monthly basis.
SPECIAL CONDITION 10, The Permittee shall conduct semi-annual monitoring of file effluent and report concentrations (in mg/1) of the
following listed parameters. Monitoring shall begin three (3) months from the effective date of this permit. The sample shall be a
24-hour effluent composite except as otherwise specifically provided below and the results shall be submitted on Discharge Monitoring
Report Forms to IEPA unless otherwise specified by the IEPA. The parameters to be sampled and the minimum reporting limits to be
attained are as follows:
STOREY
CODE PARAMETER Minimum
01002 Arsenic _reporting limit
01007 Barium 0.05 mg/L
01027 Cadmium 0.5 mg/L
01032 Chromium (hexavalent) (grab) 0.001 mg/L
01034 Chromium (total) 0.01 mg/L
01042 Copper 0.05 mg/L
00718 Cyanide (grab) *** 0.005 mg/L
(g ) (available or amenable to chlorination) 5.0 ug/L
00720
Cyanide (total) (grab not to exceed 24 hours) /
00951 Fluoride 5.0 u 9 L
0.1 mg/L
Page 6
NPDES Permit No. IL0066257
Special Conditions
STORET Minimum
CODE PARAMETER reporting limit
01045 Iron (total) 0.5 mg/L
01046 Iron (Dissolved) 0.5 mg/L
01051 Lead 0.05 mg/L
01055 Manganese 0.5 mg/L
71900 Mercury (grab)** 1.0 ng/L*
01067 Nickel 0.005 mg/L
00556 Oil (hexane soluble or equivalent) (Grab Sample only) 5.0 mg/L
32730 Phenols (grab) 0,005 mg/L
01147 Selenium 0.005 mg/L
01077 Silver (total) 0,003 mg/L
01092 Zinc 0.025 mg/L
Minimum Reporting Limits are defined as — (1) The minimum value below which data are documented as non -detects, (2) Three to ten
times the method detection limit. (3) The minimum value of the calibration range.
All sample containers, preservative, holding times, analyses, method detection limit determinations and quality assurance/quality control
requirements shall be in accordance with 40 CFR 136.
Unless otherwise indicated, concentrations refer to the total amount of the constituent present in all phases, whether solid, suspended or
dissolved, elemental or combined, including all oxidation states.
1.0 ng/L = 1 trillion.
* part per
**Utilize USEPA Method 1631 E and the digestion procedure described in Section 114101.2 of 1631 E.
***US EPA Method OIA-1677.
U.S. Environmental Protection Agency
Region 5
77 West Jackson Blvd.
Chicago, Illinois 60604
Attention: Water Assurance Branch Enforcement and Compliance
Illinois Environmental Protection Agency
Division of Water Pollution Control
Attention: Compliance assurance Section, Mail Code #19
1021 North Grand Avenue East
Post Office Box 19276
Springfield, Illinois 62794-9276
SPECIAL CONDITION 11. During January of each year the Permittee shall submit annual fiscal data regarding sewerage system
operations to the Illinois Environmental Protection Agency/Division of Water Pollution Control/Compliance Assurance Section. The
Permittee may use any fiscal year period provided the period ends within twelve (12) months of the submission date.
Submission shall be on forms provided by IEPA titled "Fiscal Report Form For NPDES Permittees".
SPECIAL CONDITION 12. The Permittee shall conduct biomonitoring of the effluent from Discharge Numbers) 001.
Biomonitorina
f
Acute Toxicity -Standard definitive acute toxicity tests shall be run on at least two trophic levels of aquatic species (fish,
invertebrate) representative of the aquatic community of the receiving stream. Testing must be consistent with Methods for
tests are required:
a. Fish - 96 hour static LCso Bioassay using fathead minnows (Pimephales promelas).
Page 7
NPDES Permit No. IL0066257
Special Conditions
b. Invertebrate 484hour static LCeo Bioassay using Ceriodaphnia.
2. Testing Frequency - The above tests shall be conducted using 244hour composite samples unless otherwise authorized by the
IEPA. Samples must be collected in the 18th, 15th, 12th, and 9th month prior to the expiration date of this Permit.
3. Reporting - Results shalt be reported according to EPA/821-R-02-012, Section 12, Report Preparation, and shall be submitted to
IEPA, Bureau of Water, Compliance Assurance Section within one week of receipt from the laboratory. Reports are due to the
IEPA no later than the 16th, 13th, 10th, and 7th month prior to the expiration date of this Permit.
4. Toxicity - Should a bioassay result in toxicity to >20% of organisms test in the 100% effluent treatment, the IEPA may require,
upon notification, six (6) additional rounds of monthly testing on the affected organism(s) to be initiated within 30 days of the toxic
bioassay. Results shall be submitted to IEPA within (1) week of becoming available to the Permittee. Should any of the
additional bioassays result in toxicity to >50% of organisms tested in the 100% effluent treatments, the Permittee shall
immediately notify IEPA in writing of the test results.
5. Toxicity Reduction Evaluation and Identification - Should the biomonitoring program identify toxicity and result in notification by
IEPA, the permittee shall develop a plan for toxicity reduction evaluation and identification. This plan shall be developed and
implemented in accordance with Toxicity Reduction Evaluation Guidance for Municipal Wastewater Treatment Plants,
EPA/83313-99/002, and shall include an evaluation to determine which chemicals have a potential for being discharged in the
plant wastewater, a monitoring program to determine their presence or absence and to identify other compounds which are not
being removed by treatment, and other measures as appropriate. The Permittee shall submit to the IEPA its plan within ninety
(90) days following notification by the IEPA. The Permittee shall implement the plan within ninety (90) days of notification date
of the permittee above or other such date as is received by letter from IEPA.
The IEPA may modify this Permit during its term to incorporate additional requirements or limitations based on the results of the
biomonitoring. In addition, after review of the monitoring results and toxicity reduction evaluation, the IEPA may modify this
Permit to include numerical limitations for specific toxic pollutants and additional whole effluent toxicity monitoring to confirm the
results of the evaluation. Modifications under this condition shall follow public notice and opportunity for hearing.
SPECIAL CONDITION 13. For the duration of this Permit, the Permittee shall determine the quantity of sludge produced by the
treatment facility in dry tons or gallons with average percent total solids analysis. The Permittee shall maintain adequate records of the
quantities of sludge produced and have said records available for U.S. EPA and IEPA inspection. The Permittee shall submit to the
IEPA, at a minimum, a semi-annual summary report of the quantities of sludge generated and disposed of, in units of dry tons or gallons
(average total percent solids) by different disposal methods including but not limited to application on farmland, application on reclamation
land, landfllling, public distribution, dedicated land disposal, sod farms, storage lagoons or any other specified disposal method. Said
reports shall be submitted to the IEPA by January 31 and July 31 of each year reporting the preceding January thru June and July thru
December interval of sludge disposal operations.
Duty to Mitigate. The Permittee shall take all reasonable steps to minimize any sludge use or disposal in violation of this Permit.
Sludge monitoring must be conducted according to test procedures approved under 40 CFR 136 unless otherwise specified in 40 CFR
503, unless other test procedures have been specified in this Permit.
Planned Changes, The Permittee shall give notice to the IEPA on the semi-annual report of any changes in sludge use and disposal.
The Permittee shall retain records of all sludge monitoring, and reports required by the Sludge Permit as referenced in Standard Condition
25 for a period of at least five (5) years from the date of this Permit.
If the Permittee monitors any pollutant more frequently than required by this permit or the Sludge Permit, the results of this monitoring shall
be included in the reporting of data submitted to the IEPA.
The Permittee shall comply with existing federal regulations governing sewage sludge use or disposal and shall comply with all existing
applicable regulations in any jurisdiction in which the sewage sludge is actually used or disposed.
The Permittee shall comply with standards for sewage sludge use or disposal established under section 405(d) of the CWA within the time
provided in the regulations that establish the standards for sewage sludge use or disposal even if the permit has not been modified to
incorporate the requirement.
The Permittee shall ensure that the applicable requirements in 40 CFR Part 503 are met when the sewage sludge is applied to the land,
placed on a surface disposal site, or fired 0n a sewage sludge incinerator.
Page 8
NPDES Permit No. IL0066257
Special Conditions
Monitoring reports for sludge shall be reported on the form titled "Sludge Management Reports" to the following address:
Illinois Environmental Protection Agency
Bureau of Water
Compliance Assurance Section
Mail Code #19
1021 North Grand Avenue East
Post Office Box 19276
Springfield, Illinois 62794-9276
SPECIAL CONDITION 14 The Permittee shall develop and submit to the Agency a Phosphorus Discharge Optimization Plan within
eighteen (18) months from completion of construction of the WWTP consolidation or 42 months after the effective date of this permit,
whichever comes first. The plan shall include a schedule for the implementation of these optimization measures. Annual progress
reports on the optimization of the existing treatment facilities shall be submitted to the Agency by March 31 of each year. In developing
the plan, the Permittee shall evaluate a range of measures for reducing phosphorus discharges from the treatment plant, including
possible source reduction measures, operational improvements, and minor facility modifications that will optimize reductions in
phosphorus discharges from the wastewater treatment facility. The Permittee's evaluation shall include, but not be limited to, an
evaluation of the following optimization measures:
A. WWTF influent reduction measures.
1. Evaluate the phosphorus reduction potential of users.
2. Determine which sources have the greatest opportunity for reducing phosphorus (i.e., industrial, commercial, institutional,
municipal and others).
a. Determine whether known sources (i.e., restaurant and food preparation) can adopt phosphorus minimization and
water conservation plans.
b. Evaluate implementation of local limits on influent sources of excessive phosphorus.
B. WWTF effluent reduction measures without causing non-compliance with permit effluent limitations or adverselimacting
stream health. y p
Reduce phosphorus discharges by optimizing existing treatment processes without causing non-compliance with permit effluent limitations or adversely impacting stream health.
a. Adjust the solids retention time for biological phosphorus removal.
b. Adjust aeration rates to reduce dissolved oxygen and promote biological phosphorus removal.
c. Change aeration settings in plug flow basins by turning off air or mixers at the inlet side of the basin system.
d. Minimize impact on recycle streams by improving aeration within holding tanks.
e. Adjust flow through existing basins to enhance biological nutrient removal.
f. Increase volatile fatty acids for biological phosphorus removal.
SPECIAL CONDITION 15 The Permittee shall, within eighteen (18) months from completion of construction of the WWTP consolidation
or 42 months after the effective date of this permit, whichever comes first, prepare and submit to the Agency a feasibility study that
identifies the method, timeframe, and costs of reducing phosphorus levels in its discharge to a level consistently meeting a potential future
effluent limit of 0.5 mg/L and 0.1 mg/L on a monthly, seasonal and annual average basis. The study shall evaluate the construction and
0 & M costs of the application of these limits on an annual average basis.
SPECIAL CONDITION 16: This Permit may be modified to include alternative or additional final effluent limitations pursuant to an
approved Total Maximum Daily Load (TMDL) Study or upon completion of an alternate water quality study.
SPECIAL CONDITION 17. The Permittee shall work towards the goals of achieving no discharges from sanitary sewer overflows or
basement back-ups and ensuring that overflows or back-ups, when they do occur do not cause or contribute to violations of applicable
standards or cause impairment in any adjacent receiving water. Overflows from sanitary sewers are expressly prohibited by this Permit
and by III. Adm. Code 306,304, In order to accomplish these goals of complying with this prohibition and mitigating the adverse impacts of
any such overflows if they do occur, the Permittee shall (A) identify and report to IEPA all SSOs that do occur, and (B) develop, implement
and submit to the IEPA a Capacity, Management, Operations, and Maintenance (CMOM) plan which includes an Asset Management
strategy within twelve (12) months of the effective date of this Permit or review and revise any existing plan accordingly. The permittee
shall modify the Plan to incorporate any comments that it receives from IEPA and shall implement the modified plan as soon as possible.
The Permittee should work as appropriate, in consultation with affected authorities at the local, county, and/or state level to develop the
plan components involving third party notification of overflow events. The Permittee may be required to construct additional sewage
transport and/or treatment facilities in future permits or other enforceable documents should the implemented CMOM plan indicate that
the Permittee's facilities are not capable of conveying and treating the flow for which they were designed.
The CMOM plan shall include the following elements:
Page 9
NPDES Permit No. IL0066257
Special Conditions
A. Measures and Activities:
1. A complete map and system inventory for the collection system owned and operated by the Permittee;
2. Organizational structure; budgeting; training of personnel, legal authorities; schedules for maintenance, sewer system cleaning,
and preventative rehabilitation; checklists, and mechanisms to ensure that preventative maintenance is performed on equipment
owned and operated by the Permittee;
3. Documentation of unplanned maintenance;
4. An assessment of the capacity of the collection and treatment system owned and operated by the Permittee at critical junctions
and immediately upstream of locations where overflows and back-ups occur or are likely to occur; use flow monitoring as
necessary;
5. Identification and prioritization of structural deficiencies in the system owned and operated by the Permittee;
6. Operational control, including documented system control procedures, scheduled inspections and testing;
7. The Permittee shall develop and Implement an Asset Management strategy to ensure the long-term sustainability of the
collection system. Asset management shall be used to assist the Permittee in making decisions on when it is most appropriate
to repair, replace or rehabilitate particular assets and develop long-term funding strategies; and
8. Asset management shall include but is not limited to the following elements:
a. Asset Inventory and State of the Asset;
b. Level of Service,
c. Critical Asset Identification;
d. Life Cycle Cost; and
e. Long -Term Funding Strategy,
B. Design and Pertormance Provisions:
1. Monitor the effectiveness of CMOM;
2. Upgrade the elements of the CMOM plan as necessary; and
3. Maintain a summary of CMOM activities.
C. Overflow Response Plan:
1. Know where overflows and back-ups within the facilities owned and operated by the Permittee occur;
2. Respond to each overflow or back-up to determine additional actions such as clean up; and
3. Locations where basement back-ups and/or sanitary sewer overflows occur shall be evaluated as soon as practicable for
excessive inflow /infiltration, obstructions or other causes of overflows or back-ups as set forth in the System Evaluation Plan.
D. System Evaluation Plan:
1. Summary of existing SSO and Excessive 1/1 areas in the system and sources of contribution;
2. Evaluate plans to reduce 1/1 and eliminate SSOs;
3. Special provisions for Pump Stations and force mains and other unique system components; and
4. Construction plans and schedules for correction.
E. Reporting and Monitoring Requirements:
1. Program for SSO detection and reporting; and
2. Program for tracking and reporting basement back-ups, including general public complaints.
F. Third Party Notice Plan:
1. Describes how, under various overflow scenarios, the public, as well as other entities, would be notified of overflows within the Permittee's system that may endanger public health, safety or welfare;
2. Identifies overflows within the Permittee's system that would be reported, giving consideration to various types of events
including events with potential widespread impacts;
3. Identifies who shall receive the notification;
4. Identifies the specific information that would be reported including actions that will be taken to respond to the overflow;
5. Includes a description of the lines of communication; and
6. Includes the identities and contact information of responsible POTW officials and local, county, and/or state level officials.
For additional information concerning USEPA CMOM guidance and Asset Management please refer to the following web site addresses,
/www.epa.gov/npdes/pubs/cmom guide for collection systemsgdf and
Pagb 10
Attachment H
Standard Conditions
Definitions
Act means the Illinois Environmental Protection Act, 415 ILCS 5 as
Amended.
Agency means the Illinois Environmental Protection Agency.
Board means the Illinois Pollution Control Board.
Clean Water Act (formerly referred to as the Federal Water
Pollution Control Act) means Pub. L 92-500, as amended. 33
U.S.C. 1251 et seq.
NPDES (National Pollutant Discharge Elimination System) means
the national program for issuing, modifying, revoking and reissuing,
terminating, monitoring and enforcing permits, and Imposing and
enforcing pretreatment requirements, under Sections 307, 402, 318
and 405 of the Clean Water Act.
USEPA means the United States Environmental Protection Agency.
Daily Discharge means the discharge of a pollutant measured
during a calendar day or any 24-hour period that reasonably
represents the calendar day for purposes of sampling. For
pollutants with limitations expressed in units of mass, the "daily
discharge" is calculated as the total mass of the pollutant
discharged over the day. For pollutants with limitations expressed
in other units of measurements, the "daily discharge" is calculated
as the average measurement of the pollutant over the day.
Maximum Daily Discharge Limitation (daily maximum) means the
highest allowable daffy discharge.
Average Monthly Discharge Limitation (30 day average) means
the highest allowable average of daily discharges over a calendar
month, calculated as the sum of all daily discharges measured
during a calendar month divided by the number of daily discharges
measured during that month.
Average Weekly Discharge Limitation (7 day average) means the
highest allowable average of daily discharges over a calendar
week, calculated as the sum of all daily discharges measured
during a calendar week divided by the number of daily discharges
measured during that week.
Best Management Practices (BMPs) means schedules of
activities, prohibitions of practices, maintenance procedures, and
other management practices to prevent or reduce the pollution of
waters of the State. BMPs also include treatment requirements,
operating procedures, and practices to control plant site runoff,
spillage or leaks, sludge or waste disposal, or drainage from raw
material storage.
Aliquot means a sample of specified volume used to make up a
total composite sample.
Grab Sample means an individual sample of at least 100 milliliters
collected at arandomly- selected time over a period not exceeding
15 minutes.
24-Hour Composite Sample means a combination of at least 8
sample aliquots of at least 100 milliliters, collected at periodic
intervals period, during the operating hours of a facility over a 24-hour
our Composite Sample means a combination of at least 3
sample aliquots of at least 0100 milliliters, collected at periodic
intervals during the operating hours of a facility over an 8-hour
period.
Flow Proportional Composite Sample means a combination of
sample aliquots of at least 100 milliliters collected at periodic
intervals such that either the time interval between each aliquot or
the volume of each aliquot is proportional to either the stream flow
at the time of sampling or the total stream flow since the collection
of the previous aliquot.
(1) Duty to comply. The permittee must comply with all
conditions of this permit. Any permit noncompliance
constitutes a violation of the Act and is grounds for
enforcement action, permit termination, revocation and
reissuance, modification, or for denial of a permit renewal
application. The permittee shall comply with effluent standards
or prohibitions established under Section 307(a) of the Clean
Water Act for toxic pollutants within the time provided in the
regulations that establish these standards or prohibitions, even
If the permit has not yet been modified to incorporate the
requirements.
(2) Duty to reapply. If the permittee wishes to continue an activity
regulated by this permit after the expiration date of this permit,
the permittee must apply for and obtain a new permit. If the
permittee submits a proper application as required by the
Agency no later than 180 days prior to the expiration date, this
permit shall continue in full force and effect until the final
Agency decision on the application has been made.
(3) Need to halt or reduce activity not a defense. It shall not be
a defense for a permittee in an enforcement action that it would
have been necessary to halt or reduce the permitted activity in
order to maintain compliance with the conditions of this permit.
(4) Duty to mitigate. The permittee shall take all reasonable
steps to minimize or prevent any discharge in violatlon of this
permit which has a reasonable likelihood of adversely affecting
human health or the environment.
(5) Proper operation and maintenance. The permittee shall at
ail times properly operate and maintain all facilities and
systems of treatment and control (and related appurtenances)
which are Installed or used by the permittee to achieve
compliance with conditions of this permit. Proper operation
and maintenance includes effective performance, adequate
funding, adequate operator staffing and training, and adequate
laboratory and process controls, including appropriate quality
assurance procedures. This provision requires the operation of
back-up, or auxiliary facilities, or similar systems only when
necessary to achieve compliance with the conditions of the
permit.
(6) Permit actions. This permit may be modified, revoked and
reissued, or terminated for cause by the Agency pursuant to 40
CFR 122.62 and 40 CFR 122.63. The filing of a request by the
permittee for a permit modification, revocation and reissuance,
or termination, or a notification of planned changes or
anticipated noncompliance, does not stay any permit condition.
(7) Property rights. This permit does not convey any property
rights of any sort, or any exclusive privilege.
(8) Duty to provide Information. The permittee shall furnish to
the Agency within a reasonable time, any information which the
Agency may request to determine whether cause exists for
modifying, revoking and reissuing, or terminating this permit, or
to determine compliance with the permit. The permittee shall
also furnish to the Agency upon request, copies of records
reauired to be kept by this permit.
Page 11
(9) Inspection and entry. The permittee shall allow an authorized
representative of the Agency or USEPA (including an
authorized contractor acting as a representative of the Agency
or USEPA), upon the presentation of credentials and other
documents as may be required by law, to:
(a) Enter upon the permittee's premises where a regulated
facility or activity is located or conducted, or where records
must be kept under the conditions of this permit,
(b) Have access to and copy, at reasonable times, any
records that must be kept under the conditions of this
permit;
(c) Inspect at reasonable times any facilities, equipment
(including monitoring and control equipment), practices, or
operations regulated or required under this permit, and
(d) Sample or monitor at reasonable times, for the purpose of
assuring permit compliance, or as otherwise authorized by
the Act, any substances or parameters at any location.
(10) Monitoring and records:
(a) Samples and measurements taken for the purpose of
monitoring shall be representative of the monitored
activity.
(b) The permittee shall retain records of all monitoring
information, including all calibration and maintenance
records, and all original strip chart recordings for
continuous monitoring instrumentation, copies of all
reports required by this permit, and records of all data
used to complete the application for this permit, for a
period of at least 3 years from the date of this permit,
measurement, report or application. Records related to
the permittee's sewage sludge use and disposal activities
shall be retained for a period of at least five years (or
longer as required by 40 CFR Part 503). This period may
be extended by request of the Agency or USEPA at any
time.
(c) Records of monitoring information shall include:
(1) The date, exact place, and time of sampling or
measurements;
(2) The individual(s) who performed the sampling or
measurements;
(3) The date(s) analyses were performed;
(4) The Individual(s) who performed the analyses;
(5) The analytical techniques or methods used; and
(6) The results of such analyses.
(d) Monitoring must be conducted according to test
procedures approved under 40 CFR Part 136, unless other
test procedures have been specified in this permit. Where
no test procedure under 40 CFR Part 136 has been
approved, the permittee must submit to the Agency a test
method for approval. The permittee shall calibrate and
perform maintenance procedures on all monitoring and
analytical instrumentation at intervals to ensure accuracy
of measurements.
(11) Signatory requirement. All applications, reports or
information submitted to the Agency shall be signed and
certified.
(a) Application. All permit applications shall be signed as
follows:
(1) For a corporation: by a principal executive officer of
at least the level of vice president or a person or
position having overall responsibility for
environmental matters for the corporation:
(2) For a partnership or sole proprietorship: by a general
partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public
agency: by either a principal executive officer or
ranking elected official.
(b) Reports. All reports required by permits, or other
information requested by the Agency shall be signed by a
person described in paragraph (a) or by a duly authorized
representative of that narcnn A narenn lc rl,d„
authorized representative only if:
(1) The authorization Is made in writing by a person
described In paragraph (a); and
(2) The authorization specifies either an individual or a
position responsible for the overall operation of the
facility, from which the discharge originates, such as
a plant manager, superintendent or person of
equivalent responsibility; and
(3) The written authorization is submitted to the Agency.
(c) Changes of Authorization. If an authorization under (b)
is no longer accurate because a different individual or
position has responsibility for the overall operation of the
facility, a new authorization satisfying the requirements of
(b) must be submitted to the Agency prior to or together
with any reports, information, or applications to be signed
by an authorized representative.
(d) Certification. Any person signing a document under
paragraph (a) or (b) of this section shall make the
following certification:
I certify under penalty of law that this document and all
attachments were prepared under my direction or
supervision in accordance with a system designed to
assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry
of the person or persons who manage the system, or
those persons directly responsible for gathering the
information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I
am aware that there are significant penalties for
submitting false information, including the possibility of
fine and imprisonment for knowing violations.
(12) Reporting requirements.
(a) Planned changes. The permittee shall give notice to the
Agency as soon as possible of any planned physical
alterations or additions to the permitted facility.
Notice is required when:
(1) The alteration or addition to a permitted facility may
meet one of the criteria for determining whether a
facility is a new source pursuant to 40 CFR 122.29
(b); or
(2) The alteration or addition could significantly change
the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants
which are subject neither to effluent limitations in the
permit, nor to notification requirements pursuant to
40 CFR 122.42 (a)(1).
(3) The alteration or addition results in a significant
change in the permittee's sludge use or disposal
practices, and such alteration, addition, or change
may justify the application of permit conditions that
are different from or absent in the existing permit,
Including notification of additional use or disposal
sites not reported during the permit application
process or not reported pursuant to an approved
land application plan.
(b) Anticipated noncompliance. The permittee shall give
advance notice to the Agency of any planned changes in
the permitted facility or activity which may result in
noncompliance with permit requirements.
(c) Transfers. This permit is not transferable to any person
except after notice to the Agency.
(d) Compliance schedules. Reports of compliance or
noncompliance with, or any progress reports on, interim
and final requirements contained in any compliance
schedule of this permit shall be submitted no later than 14
days following each schedule date.
(e) Monitoring reports. Monitoring results shall be reported
at the intervals specified elsewhere in this permit.
(1) Monitoring results must be reported on a Discharge
A A_.... 0
Page*12
(2) If the permittee monitors any pollutant more
frequently than required by the permit, using test
procedures approved under 40 CFR 136 or as
specified in the permit, the results of this monitoring
shall be included in the calculation and reporting of
the data submitted In the DMR.
(3) Calculations for all limitations which require
averaging of measurements shall utilize an arithmetic
mean unless otherwise specified by the Agency in
the permit.
(f) Twenty-four hour reporting. The permittee shall report
any noncompliance which may endanger health or the
environment. Any information shall be provided orally
within 24-hours from the time the permittee becomes
aware of the circumstances. A written submission shall
also be provided within 5 days of the time the permittee
becomes aware of the circumstances. The written
submission shall contain a description of the
noncompliance and Its cause; the period of
noncompliance, including exact dates and time; and if the
noncompliance has not been corrected, the anticipated
time it is expected to continue; and steps taken or
planned to reduce, eliminate, and prevent reoccurrence
of the noncompliance. The following shall be included as
information which must be reported within 244hours:
(1) Any unanticipated bypass which exceeds any
effluent limitation in the permit.
(2) Any upset which exceeds any effluent limitation in
the permit.
(3) Violation of a maximum daily discharge limitation for
any of the pollutants listed by the Agency in the
permit or any pollutant which may endanger health or
the environment.
The Agency may waive the written report on a case -
by -case basis if the oral report has been received
within 24-hours.
(g) Other noncompliance. The permittee shall report all
instances of noncompliance not reported under
paragraphs (12) (d), (a), or (0, at the time monitoring
reports are submitted. The reports shall contain the
Information listed in paragraph (12) (f).
(h) Other information. Where the permittee becomes
aware that it failed to submit any relevant facts in a permit
application, or submitted incorrect Information in a permit
application, or in any report to the Agency, it shall
promptly submit such facts or information.
(13) Bypass.
(a) Definitions.
(1) Bypass means the intentional diversion of waste
streams from any portion of a treatment facility.
(2) Severe property damage means substantial
physical damage to property, damage to the
treatment facilities which causes them to become
inoperable, or substantial and permanent toss of
natural resources which can reasonably be
expected to occur in the absence of a bypass.
Severe property damage does not mean economic
loss caused by delays in production.
(b) Bypass not exceeding limitations. The permittee may
allow any bypass to occur which does not cause
effluent limitations to be exceeded, but only if it also is
for essential maintenance to assure efficient
operation. These bypasses are not subject to the
provisions of paragraphs (13)(c) and (13)(d).
(c) Notice.
(1) Anticipated bypass, if the permittee knows in
advance of the need for a bypass, it shall submit
prior notice, if possible at least ten days before
the date of the bypass.
(2) Unanticipated bypass. The permittee shall
submit notice of an unanticipated bvoass as
required in paragraph (12)(f) (24-hour notice).
(d) Prohibition of bypass.
(1) Bypass is prohibited, and the Agency may take
enforcement action against a permittee for
bypass, unless:
(i) Bypass was unavoidable to prevent loss of life,
personal injury, or severe property damage;
(it) There were no feasible alternatives to the
uch as
treatment
acpslitles,retention eofs untreatede of a wastes, or
maintenance during normal periods of
equipment downtime. This condition is not
satisfied if adequate back-up equipment should
have been installed in the exercise of
reasonable engineering judgment to prevent a
bypass which occurred during normal periods
of equipment downtime or preventive
maintenance; and
(III) The permittee submitted notices as required
under paragraph (13)(c).
(2) The Agency may approve an anticipated bypass,
after considering its adverse effects, if the Agency
determines that it will meet the three conditions
listed above in paragraph (13)(d)(1).
(14) Upset.
(a) Definition. Upset means an exceptional incident in which
there is unintentional and temporary noncompliance with
technology based permit effluent limitations because of
factors beyond the reasonable control of the permittee.
An upset does not include noncompliance to the extent
caused b
treatment facilities,.i Inadequate treatment facilities, lack of
preventive maintenance, or careless or improper
operation.
(b) Effect of an upset. An upset constitutes an affirmative
defense to an action brought for noncompliance with such
technology based permit effluent limitations if the
requirements of paragraph (14)(c) are met. No
determination made during administrative review of
claims that noncompliance was caused by upset, and
before an action for noncompliance, is final administrative
action subject to judicial review.
(c) Conditions necessary for a demonstration of upset. A
permittee who wishes to establish the affirmative defense
of upset shall demonstrate, through properly signed,
contemporaneous operating logs, or other relevant
evidence that:
(1) An upset occurred and that the permittee can identify
the cause(s) of the upset;
(2) The permitted facility was at the time being properly
operated; and
(3) The permittee submitted notice of the upset as
required In paragraph (12)(f)(2) (24-hour notice).
(4) The permittee complied with any remedial measures
required under paragraph (4).
(d) Burden of proof. In any enforcement proceeding the
permittee seeking to establish the occurrence of an upset
has the burden of proof.
(15) Transfer of permits. Permits may be transferred by
modification or automatic transfer as described below:
(a) Transfers by modification. Except as provided in
paragraph (b), a permit may be transferred by the
permittee to a now owner or operator only if the permit
has been modified or revoked and reissued pursuant to
40 CFR 122.62 (b) (2), or a minor modification made
pursuant to 40 CFR 122.63 (d), to identify the now
permittee and incorporate such other requirements as
may be necessary under the Clean Water Act.
Page 13
(b) Automatic transfers. As an alternative to transfers under (19) If an applicable standard or limitation is promulgated under
paragraph (a), any NPDES permit may be automatically Section 301 b 2 C and D 304(b)(2),or 307(a)(2) and that
transferred to a new permittee if; ()( )() (),
effluent standard or limitation is more stringent than any
(1) The current permittee notifies the Agency at least 30 effluent limitation in the permit, or controls a pollutant not
days in advance of the proposed transfer date; limited in the permit, the permit shall be promptly modified or
(2) The notice includes a written agreement between the revoked, and reissued to conform to that effluent standard or
existing and new permittees containing a specified limitation,
date for transfer of permit responsibility, coverage and
liability between the existing and new permittees; and (20) Any authorization to construct issued to the
(3) The Agency does not notify the existing permittee and pursuant to 35 III. Adm. Code 309,154 is hereby Inperittee
corporated
the proposed new permittee of its intent to modify or by reference as a condition of this permit,
revoke and reissue the permit, If this notice Is not
received, the transfer is effective on the date specified (21) The permittee
in the agreement. shall not make any false statement,
representation or certification in any application, record,
(16) All manufacturing, commercial, mining, and silvicuitural report, Plan or other document submitted to the Agency or the
dischargers must notify the Agency as soon as they know or USEPA, or required to be maintained under this permit.
have reason to believe:
(a) That any activity has occurred or will occur which would (22) The Clean Water Act provides that any person who violates a result in the discharge of any toxic pollutant Identified Permit condition implementing Sections 301, 302, 306, 307,
under Section discharge
of the Clean Water Act which t not 308, 318, or 405 of the Clean Water Act is subject to a civil
Penalty not to exceed $25,000 per day of such violation. Any
limited in the permit, if that discharge will exceed the
highest of the following notification levels; person who willfully or negligently violates permit conditions
(1) One hundred micrograms per liter (100 ug/I); implementing Sections 301, 302, 306, 307, 308, 318 or 405 of
(2) Two hundred micrograms per liter (200 ug/I) for the Clean Water Act is subject to a fine of not less than
acrolein and acrylonitrile; five hundred micrograms $2,500 nor more than $25,000 per day of violation, or by
per liter (500 ug/1) for 214=dlnitrophenol and for 2- imprisonment for not more than one year, or both,
methyl-416 dlnitrophenol; and one milligram per liter Additional penalties for violating these sections of the Clean
0 mg/1) for antimony, Water Act are identified in 40 CFR 122.41 (a)(2) and (3).
(3) reportve ed forr es that po utathe intu In the concNPDESn permit value (23) The Clean Water Act provides that any person who falsifies,
application; or tampers with, or knowingly renders inaccurate any monitoring
(4) The level established by the Agency in this permit, device or method required to be maintained under this permit
(b) That they have begun or expect to begin to use or shall, upon conviction, be punished by a fine of not more than
manufacture as an intermediate or final product or $10,000, or by Imprisonment for not more than 2 years, or
byproduct any toxic pollutant which was not reported in both. If a conviction of a person Is for a violation committed
the NPDES permit application, after a first conviction of such person under this paragraph,
(17) All Publicly Owned Treatment Works (POTWs) must provide punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years, or
adequate notice to the Agency of the following: both.
(a) Any new introduction of pollutants Into that POTW from
ly
an indirect discharge which would be subject to Sections (24) The Clean Water Act provides that an
301 or 306 of the Clean Water Act if it were directly makes any false statement, representatpion, or certification erson who 'gin
discharging those pollutants; and any record or other document submitted or required to be
(b) Any substantial change In the volume or character of maintained under this permit, Including monitoring reports or
Pollutants being introduced into that POTW by a source reports of compliance or non-compliance shall, upon
introducing pollutants Into the POTW at the time of conviction, be punished by a fine of not more than $10,000
Issuance of the permit, per violation, or by imprisonment for not more than 6 months
(c) For purposes of this paragraph, adequate notice shall Per violation, or by bothe
include information on (i) the quality and quantity of
effluent introduced into the POTW, and (i1) any (25) Collected screening, slurries, sludges, and other solids shall
be disposed of in such a manner as to prevent entry of those
anticipated Impact of the change on the quantity or quality
of effluent to be discharged from the POTW. wastes (or runoff from the wastes) Into waters of the State.
(18) if the permit is issued to a publicly owned or publicly regulated The proper authorization for such disposal shall be obtained
treatment works, the permittee shall require any industrial from the Agency and is incorporated as part hereof by
user of such treatment works to comply with federal reference.
requirements concerning: (26) in case of conflict between these standard conditions and any
(a) User charges pursuant to Section 204 (b) of the Clean other condition(s) included in this Water Act, and applicable regulations appearing in 40 condition(s) shall govern. Permit, the other
CFR 35;
(b) Toxic pollutant effluent standards and pretreatment (27) The permittee shall comply with, in addition to the
standards pursuant to Section 307 of the Clean Water requirements of the permit, all applicable provisions of 35 III.
Act; and Adm. Code, Subtitle C, Subtitle D, Subtitle E, and all
(c) Inspection, monitoring and entry pursuant to Section 308 applicable orders of the Board or any court with jurisdiction.
of the Clean Water Act.
(28) The provisions of this permit are severable, and if any
provision of this permit, or the application of any provision of
this permit is held invalid, the remaining provisions of this
(Rev. 7-9-2010 bah) permit shall continue in full Force and effect.
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Frank B. Harrison, MAI
State Certified-GeneraUllinois
October 95 2018
Mr. Ross Polerecky
Director of Community Development
City of McHenry
333 S. Green Street
McHenry, IL 60050
a..aAAu. Von. vl. ynlutLLll111 UVLIJ ULLdL1W
Post Office Box 684
Woodstock, Illinois 60098.0684
Telephone: (815) 338.3004
Cell Phone: (815) 382-2877
Pax: (815) 33&3387
email: appraise@mc.net
In Re: Out' File No. 11246
McHenry Developer llonation
Dear Mr. Polerecky:
This letter is intended to respond to the request of the City of McHenry relative to the impact fee
component of Section 8 of McHenry's , ubdivision Control and Development Ordinance, This
ordinance provides the formulas that are used to calculate donations (cash and/or land) that are to
be made for park and school sites, libraries, and the fire protection services. You have provided
me with pages 36 through 41 of this ordinance relative to this assignment; it is retained in my
file. As I understand this consulting assignment, the City of McHenry wants me to review this
document and to determine whether the per -acre value of development land incorporated into the
ordinance remains appropriate as of the current date. When that ordinance was adopted in 2001,
the base developer donation was $107,586, and it was to be reviewed and modified, as necessary,
on a periodic basis.
Consideration of Land in its "Raw" State
In the valuation of development acreage, to the extent that it exists in McHenry County, the first
step to consider is the raw acreage value. This is the purchase price of the land by the developer,
in its "raw" state. I define land in its "raw" state as land that has been annexed into a community,
rezoned and entitled within that community to allow its development, and availed of city water
and sewer by that community. The price paid for land in this condition reflects that annexation,
zoning, entitlement, and utility availability has been accomplished, or that there is a reasonable
probability that they will be accomplished prior to closing. Variations in the per' -acre prices are
usually caused by the amount of wetlands or other development impediments on the premises,
the off -site costs necessary to extend municipal utilities to the site, the densities achieved in the
zoning and entitlement process, or a combination of these factors.
Mr. Ross Polerecky, File No. 11246, McHenry Developer Donation Analysis
October 9, 2018, Page 2
Unfortunately, over Lite past several years, the single-family residential development market has
been decimated, to the point where there have effectively been no sales of "raw" acreage
acquired to be developed with single-family residential subdivisions. Between 2008 and the
current date, the market for single-family residences, particularly new single-family residences,
has been reduced significantly. Many builders were left with potential subdivisions for which
there was no market. The more fortunate developers were those that had not yet installed road,
utilities, and storm water management systems. Most developers had financed the purchase
and/or improvement of subdivisions, and many of these projects (including entire projects as well
as partial projects) were'taken back by lenders through the foreclosure and/or bankruptcy process.
To date, there is no meaningful market for undeveloped subdivisions in eastern McHenry
County, regardless of the level of improvements in the subdivision. Occasionally, a developer
that was not ruined by the real estate market unplosion will have a small number of lots (say 20-
25) in an existing subdivision that is, effectively, pad ready. They build homes on the purchased
sites without the necessity of going through the entitlement and subdivision processes.
Many former single-family residential subdivisions are currently being farmed, mostly with row
crops. These properties are being farmed regardless of their locations, their zoning, and their
entitlements. Subdivisions that have roads, utilities, storm water management systems, and other
items of infrastructure, however, are not conducive to agricultural use, and in those few instances
when they do sell they sell for lower unit prices than properties that can be farmed.
Based on my analysis of acreage tracts of land in relatively close proximity to (or annexed into) a
municipality in eastern me en y County, I have developed the conclusion that a meaningful
range of unit prices for "raw" acreage, as defined in this report, under current market conditions
is $20,000 to $30,000 per acre.
Distinctions Between a "Raw" Acre of Land and an "Icnp�•oved" Acre of Land
If an "improved" acre of land is defined as an acre of land that has been developed, to any extent,
beyond the "raw" state, then $20,000 to $30,000 per acre is low. In the ordinance, developers are
allowed to make a cash contribution in lieu of a land dedication; when such a contribution is
made, however, the amount of the contribution is to be based on the formula contained in the
ordinance. Currently, the base cost in the formula for school and park contributions is $107,586
per acre, cited Section 8.7.0 Cash in Lieu of Land; Combination of Land and Cash) on page 39
of the ordinance.
With respect to school land donations, Section S.7.0 assumes that "the fair market value is for
vacant land that is zoned residential, subdivided, fiilly improved with public sanitary and water '
service, and is otherwise capable of being used for residential development." Park donations in
the ordinance seem to mirror, for the most part, the school donations. These portions of the
ordinance appear to suggest what constitutes an "improved" acre of land. With respect to park
land donations, Section 8.5.0 assumes that "the slope, topography, and geology of the dedicated
site must be suitable for active park and recreation purposes. My interpretation of these factors is
that an "improved" acre of land is substantially further along in the development process than an
ARRISON Assocxat:es, Inc.
Or. Ross Polerecky, File No. 11246, McHenry Developer Donation Analysis
October 9, 2018, Page 3
acre of land in its "raw" state. Accordingly, it is reasonable to assume that the value of an
"improved" acre of land is greater than the $20,000 to $30,000 per acre range exhibited for "raw"
land.
There is one caveat relative to my analysis that 1 should note at this point. For purposes of this
analysis, I am considering that an "improved" acre of land is one that, were it not being donated
by the developer, would alternatively be used for residential development by the developer
znalcing the donation, to the same extent as other acreage not being donated. This allows me to
exclude from my analysis wetlands, severely sloping land, and other, similar acreage in
developments with physical limitations to the extent that they would be incapable of
development to any significant degree. This factor is addressed, to some degree, in Section 8.5
of the ordinance.
It seems clear to me that McHenry intends such a site to be viewed as a frilly -improved
component of a residential subdivision. Since the donation is to be made.after the subdivision
improvements have been installed, an "improved" site would occur after the final plat has been
approved, after the engineering has been approved, after the subdivision infrastructure (streets,
utilities, storm water management, curbing, etc.) has been installed, and after the earth movement
phase is completed and the land has been rough -graded to its near -finished condition. Usually, it
is at this point in time that developers are enabled to sell subdivision lots to prospective
purchasers, at the commencement of the selloff phase of the development.
The Effect of Density
If a community has several different single-family residential zoning classifications, density
would certainly be a consideration that would affect the value of an "improved" acre of land.
The least dense single-family residential zoning classification in McHenry, aside from the estate
and low -density zoning classifications (with densities of one -acre, 30,000 square foot and 18,000
square foot sites) is RS2, which requires a minimum of 10,890 square feet per dwelling unit,
allowing about 4 dwelling units per acre; the most dense single-family residential zoning
classification in McHenry is RS4, which requires a minimum of 5,000 square feet per dwelling
unit, allowing about 8.71 dwelling units per acre. The RS3 zoning classification requires a
minimum of 9,000 square feet per dwelling unit, allowing about 4.84 dwelling units per acre.
The RA1 is an attached residential zoning classification, and the RM1 and RM2 zoning
classifications are multifamily classifications. Variations on densities in the RS2, RS3 and
RS4zoning classifications can be achieved if (1) a project is considered as a planned unit
development (PUD), or (2) a project is a mixed -use residential development. Since the amount
of the donation is based upon the population of the proposed development, the same per -acre
"improved" value can be applied to all types of subdivisions.
As an example, consider a.40-acre tract of land where two development -alternatives are possible.
• If the property were to be developed with a density of 2.5 homes per acre, a total of 100
homes could be built on the site (40 acres x 2.5 homes per acre). If the homes in the
development were all 3-bedroom homes, according to the Table ofEsthnated Ultimate
Or. Ross Polerecky, bile No. 11246, McHenry Developer Donation Analysis
October 9, 2018, Page 4
School Population Pet• Dwelling Unit (1996), cited in Section 8.4.B of the ordinance, a
total population of about 290 persons would result. Using the table on page 37 of what is
connnonly known as "The Naperville Study" (prepared by the Illinois School Consulting
Service/Associated Municipal Consultants, Inc. in 1996), 72.60 total students would be
generated by the subdivision. Relying on the formulas in Sections 8.5 and 8.6 of the
ordinance, 4.35 acres of park land and 3.6796 acres of school land would be required to
accommodate the subdivision, for a total of 8.0296 acres. At $107,586 per acre, this
would require a developer's donation of cash in lieu of land of $863,873, or about $8,639
per dwelling unit.
• If the same property were to be developed with a density of 3.5 homes per acre, a total of
140 homes could be built on the site (40 acres x 3.5 homes per acre). If the homes in the
development were all 3-bedroom homes, according to the Table of Estimated Ultimate
Population Per Dwelling Unit (1996), cited in Section 8.4.13 of the ordinance, a total
population of about 406 persons would result. Using the table on.page 37 of what is
commonly known as "The Naperville Study" (prepared by the Illinois School Consulting
Service/Associated Municipal Consultants, Inc. in 1996), 101.36 total students would be
generated by the subdivision. Relying on the formulas in Sections 8.5 and 8.6 of the
ordinance, 6.09 acres of park land and 4.7098 acres of school land would be required to
accommodate the subdivision, for a total of 10,7998 acres. At $107,586 per acre, this
would require a developer's donation of cash in lieu of land of $1,161,907, or about
$8,300 per dwelling unit.
Obviously, the higher the population, density, the greater the total amourrt of the donation.
However, the formula is equitable because the per -dwelling unit cost is about the same under
both scenarios. This application may be rather simplistic, but it does show that the formula does
work to insure that developments of different densities require proportionate donations, but that
the per -dwelling unit costs are very close.
Public Use Sites vs:Residential Sites
An additional factor that should be considered in the analysis is the distinction between a public
use site in a development and zesidential sites in the development. For the most part, a lesser
amount of infrastructure is usually required for a public use site than is required for residential
lots. Consider, for example, a 5-acre tract of land in a single-family residential subdivision that
is zoned R2S. As a potential park or school site, the developer would have to malice some
infrastructure expenditures. These improvements might consist of creation of access, availing
the site of utilities in the street, and providing rough grading and seeding of the site to the point
where it can be more frilly developed by the appropriate public entity. However, if this same 5-
acre tract of land were to be developed with residential lots, a substantially greater development
cost would occur, since significantly more street and utility costs would•be encountered.
Accordingly, the fact that a developer would not have to spend as much in development costs on
a public use site should be taken into consideration in the donation analysis.
- ARRI50I�1 �'' Associates, Zrrc.
Mr. Ross Polerecky, File No, 11246, McHenry Developer Donation Analysis
October 9, 2018, Page 5
Reasonable Range of Value for Donation Land
There is a bit of a variety of minimum area requirements in the non -estate, non -low -density
single-family residential zoning classifications in McHenry. To be consistent with the minimum
lot area content requirements of McRenry's.single-family residential zoning classifications, I
have assumed for purposes of this analysis in this assignment that a typical "improved" acre of
land would have zoning that would allow a density of 10,800 square feet per dwelling unit. I
have also assumed that such a density would allow about 3.5 dwelling units per acre.
In conjunction with my analysis and investigation, I have reviewed literally hundreds of sales that
have occurred in platted single-family residential subdivisions in east -central McHenry County. I
only reviewed sales that were annexed and had city water and sewer available to them. The
sales that I reviewed occurred between 2016 and the current date. Municipalities where I
reviewed sales included McHenry, Johnsburg, and Lakemoor. I found that in the vast majority of
newer subdivisions there are no separate sales of individual lots to individual purchasers after the
subdivision has taken place.
These subdivisions are representative, but certainly not every subdivision in every community
was reviewed, For example, I did not review older subdivisions that have been built out for
years, golf course communities, gated communities, multifamily and townhome communities,
etc. I also did not consider waterfront sales.
Although I reviewed more than 500 total sales that occur�ed'between 2016 and the current date,
in dozens of single-family residential subdivisions in three municipalities, the vast majority of
the sales were improved single-family residences and some of the improved single-family
residential subdivisions were RE sales from lenders that acquired title to the properties through
the foreclosure process. On the following pages, is a summary of what I was able to identify as
the results of my investigation. The intent of my investigation was to find sales of vacant single-
family residential sites that were purchased for immediate single-family residential development.
These sales constituted the basis for my valuation of an "improved" acre of single-family
residential land in McHenry.
• McHettfJ6 -- It has been several years since there were any new single-family residential
subdivisions developed in McHenry. Most of sales that I encountered in the McHenry
subdivisions that were developed in the 2000s were sales of improved properties. I was
only able to identify six vacant lot sales in McHenry that have occurred since 2016. As
far as I have been able to determine, all were purchased for single-family residential'
development. Four of the sales were single lot sales; two of the sales were two -lot sales.
Two sales occurred in 2016, three occurred in 2017, and one occurred in 2018. The sizes'
of the sales ranged from 7,200 square feet to 13,421 square feet. Unit prices ranged from
$8,000 to $40,000 and from $1.11 to $3.25 per square foot. Them highest sale (both from a
sale price and a unit price perspective) was in Edgebrook Heights. The lowest sale (both
from a sale price and a unit price perspective) was in Lakeland Park. The average sale
price was $18,829, the average per square foot unit price was $1.80 per square foot.
AIZRISON Associates, f�c.
Or. Ross Polerecky, File No. 11246, McHenry Developer Donation Analysis
October 9, 2018, Page 6
I also reviewed vacant lot sales in fihe Deerwood subdivision. This subdivision is in
McHenry, but is not served by water or sewer. It is in the most westerly part of McHenry,
with access off of Ridge Road. This subdivision is in McHenry's school districts. I
identified two.vacant land sales in this'subdivision. One occurred Iin 2016 and one
occurred in 2017. Because these lots required septics and wells, they were much larger
than sales that used city water and sewer. The contained 32,303 square feet to 40,855
square feet. The significantly larger sizes were not considered in my analysis. However,
one of the lofts sold for $25,000 and the other sold for $29,500.
I also reviewed vacant lot sales in the Martin Woods subdivision. This subdivision is in
McHemy, but is not served by water or sewer. It is in the northwesterly part of McHenry,
with access off of Martin Road. This subdivision is in McHenry's school districts. I
identified one vacant land sale in this subdivision; it occurred in 20.18. Because this lot
required septic and well, it was much larger than sales that used city water and sewer. It
contained 40,260 square feet. The significantly larger size was not considered in my
analysis. The lot sold for $15,500,
• .Iolz�asbcrrg — I reviewed vacant lot sales in Rumiing Brook Farm of Johnsbhug Phase 2.
This subdivision is in Johnsburg and, is served by water and sewer. Although not served
by McHenry schools, Johnsburg is adjacent to McHenry and this subdivision provided
some market data that I used in my analysis. This is a reiaiively new subdivision. Two
of the sales occurred in 2017 and two occurred in 2018. These lots are much smaller than
typical lots, ranging in size from 3,444 square feet to'5,066 square feet. The significantly
smaller sizes were not considered in my analysis. However, each of the four lots sold for
$25,000.
In the current market, the demand seems to be for smaller, not larger, lots. Accordingly, in the
completion of my analysis I assumed that any new subdivisions in McHenry would most likely
have R3S zoning, which requires a minimum lot size of 9,000 square feet, and carries a density
of 4.84 units per acre. Based upon my analysis of the market data that I collected in this
assignment, a reasonable projection for the value of a 9,000 square foot, fully4mproved single-
family residential lot in McHenry (based on the minimum area requirement of an R3S zoned lot)
is $20,000. If an average density of about four lots per acre could be obtained on such an acre of
land, the combined sale price of the four lots would be $80,000 ($20,000 x 4).
On the assumption that a developer• would have to pay a lower infrastructure cost to develop a
public use site than to develop a fully improved residential development site, it is reasonable to
assurne that the value of a one -acre, fally4niproved public use site would be lower than a one -
acre, fully -improved residential development site. For purposes of this analysis, I have assumed
that the value of such an improved public use site would be about 75% of the corresponding
value of an improved residential development site. Following the analysis through to its
conclusion, therefore, the value of a hypothetical, one -acre, fully4mpr•oved public use site that is
consistent with the definition of an "improved" acre in McHenry's Subdivision Control and
Developinent Ordinance would be $602000 ($80,000 x 0.75).
ARR�SOI� Assacitates, Zrrc,
Mr. Ross Polerecky, File No. 11246, McHenry Developer Donation Analysis
October 9, 2018, Page 7
Conclusion
It is my understanding that the.City of McHenry is reviewing the per -acre value of an improved
acre of land, $107,586, as it exists in the present ordinance. Based upon my preceding analysis,
$107,586 is too high for such an acre of land. It would be reasonable for McHenry to reduce its
per -acre value of an improved acre of land. My suggestion, as noted above, is $80,000.
Should you require anything else from me on this matter, please let me know.
Ver ruly yours,
Frank E. Harrison, MAI
FEH:lcah
Mr. Ross Polerecky, File No. 11246, McHenry Developer Donation Analysis
October 9, 2018, Page 8
CERTIFICATION
I ceztify that, to the best of my owledge and belief:
1. The statements of fact contained in this report are tzue and corzect0
2. The reported analyses, opinions, and conclusions are limited only by the reported
assumptions and limiting conditions, and are my personal, impartial, and unbiased
professional analyses, opinions, and conclusions.
3. I have no present or prospective interest in the property that is the subject of this repoz't
and no personal interest with respect to the parties involved.
4. I leave performed no services, as an appraiser or in any other capacity, regarding the
property that is the subject of this report within the three-year period immediately
preceding acceptance of this assignment.
5. I have no bias with respect to the property that is the subject of this report or to the parties
I
nvolved with this assigiunent.
6. My engagement in this assignment was not contingent upon developing or reporting
predetermined results.
7. My compensation for completing this assignment is mat cantingent upon the development
or reporting of a predetcrmined value or direction in value that favors the cause of the
client, the amount of the value opinion, the attainment of a stipulated result, or the
occurrence of a. subsequent event directly related to the intended use of this appraisal.
8. My analyses, opinions, and conclusions were developed, and this report has been
prepared, in conformity with the Code of Professional Ethics &Standards of Professional
Appraisal Practice of the Appraisal Institute.
9. My analyses, opinions, and conclusions were developed, and this report has been
prepared, in confoz7niiy with the Unifot•jTr Staf�clards ofPr•ofessronal Appr•arsal Pn•actrce.
10. I have made a personal inspection of the property that is the subject of this zeport.
11. No oneprovided significant zeal property appraisal assistance to the person signing this
certification.
12. The use of this •reportis subject to the requirements of the Appraisal Institute relating to
review by its duly authorized representatives.
ARR��Oi01 Associates, I.tac.
Mr. Ross Polerecky, rile No. 11246, McHenry Developer Donation Analysis
October 9, 2018, Page 9
CERTIFICATION, cont'd.
13. As of the date of this report, I have completed the continuing education program of the
Appraisal Institute.
14�I ain currently a Certified General Real Estate Appraiser in the State of Illinois.
E. Hal710o11, M
#553.000005 (Illinois) Expires 9/30/19