HomeMy WebLinkAboutPacket - 12/16/2024 - 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
Monday, December 16, 2024, 7:00 p.m.
City Council Chambers, 333 S Green St, McHenry, IL 60050
1.Call to Order
2.Roll Call
3. Pledge of Allegiance
4. Public Hearing: Public Hearing for the 2024 Property Tax Levy in the amount of $3,112,374
A.Motion to pass the 2024 Property Tax Levy Ordinance in an amount not to exceed $3,112,374
(Director Lynch)
5. Public Comment
6. Consent Agenda. Motion to Approve the following Consent Agenda Items as presented:
A.Motion to approve Ordinances providing for the abatement of Real Estate Taxes for Various
Bond Issues as follows: (Director Lynch)
•GO Bonds (Refunding) Series 2020 A - $382,200.00
•GO Bonds (Alternate) Series 2012 - $212,387.50
•GO Bonds (Refunding) Series 2013 - $ 36,925.00
•GO Bonds (Refunding) Series 2015 - $357,846.26
B.December 2, 2024 City Council Meeting Minutes
C.Issuance of Checks in the amount of $152,071.06
D.As Needed Checks in the amount of $673,026.95
7. Individual Action Item Agenda
A.Treehouse Liquor License
A motion to approve a Class A-1 liquor license to Treehouse Ventures McHenry LLC, located
at 2328 N Richmond Road, and to pass an Ordinance Amending Sections 4-2-6 and 4-2-14
Regarding Alcoholic Liquor License Classifications and Hours of the McHenry City Code
(Deputy Clerk Johnson)
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The 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.
B. Redwood Development Agreement
A motion to pass the following (Director Polerecky):
1) Ordinance authorizing the execution of an Annexation Agreement for a 122.477-acre property
located at the southeast corner of Chapel Hill Road and IL State Route 120, in McHenry
County, Illinois. (Mayor & City Council Vote, (6/8) Super-Majority)
2) Ordinance Annexing Approximately 122.477 acres commonly known as 2011 W IL-120, in
McHenry County, Illinois. (Mayor & City Council Vote, (5/8) Simple-Majority)
3) Ordinance Granting a Preliminary Plat of Subdivision, Zoning Map Amendment, and
Preliminary Plan Approval for a Conditional Use Permit for the Redwood Planned Unit
Development Located at the Southeast Corner of Chapel Hill Road and IL State Route 120, in
the City of McHenry, McHenry County, Illinois. (City Council Vote, (4/7) Simple-Majority)
C. 3318 Pearl Street Use Variance
A motion to pass an Ordinance Granting a Use Variance to Allow a Contractor’s Office at the
Property Located at 3318 Pearl Street (Director Polerecky)
D. Oakwood Drive Bridge Reconstruction
A motion to initiate condemnation proceedings for the purpose of obtaining 0.118 acres of right-
of-way and .069 acres of temporary easement for the Oakwood Drive Bridge project (Acting
Public Works Director Adams)
E. Ordinance Amending Fifteen Minute Parking at 1259 N Green St
A motion to pass an Ordinance Amending Section 7-4-25: Fifteen Minute Parking Eight
O’Clock a.m. until Six O’Clock p.m. on Monday through Saturday, of the McHenry City
Code (Deputy Clerk Johnson)
F. Aqua Annexation
A motion to pass an Ordinance Annexing Property Commonly Known as 2407 Lincoln
Road in McHenry County, Illinois, with a Zoning Classification of RS-3 (Mayor & City
Council Vote, (5/8) Simple-Majority) (Director Polerecky)
G. Veteran’s Park Playground Equipment
A motion to approve a proposal from Team Reil for the replacement of playground
equipment at Veteran’s Memorial Park in the amount of $419,999 and to approve an
ordinance authorizing a budget amendment to the Developer Donation Fund for an
expenditure in the amount of $299,999. (Director Hobson)
8. Discussion Item Agenda
A. Parks Master Plan (Director Hobson)
9. Staff Reports
Provided the 1st meeting of each month.
10. Mayor’s Report
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The 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.
11. City Council Comments
12. Executive Session if needed
13. Adjourn
The complete City Council packet is available for review online via the City website at
www.cityofmchenry.org. For further information, please contact the Office of the City Administrator at
815-363-2108.
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.
This meeting will be live streamed with a quorum of the City Council physically present. Public
comments may only be heard by members of the public physically present at the meeting. Remote
public comments will not be heard. The public can listen and view the meeting from the following link:
https://cityofmchenry.zoom.us/j/83739714884
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Office of Finance & Accounting
Carolyn Lynch, Director
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2100
Fax: (815) 363-2119
www.cityofmchenry.org
PUBLIC HEARING SUPPLEMENT
DATE: December 16, 2024
TO: Mayor and City Council
FROM: Carolyn Lynch, Finance Director
RE: Public Hearing and Consideration of the 2024 Tax Levy Ordinance
ATTACHMENTS: Exhibit A – Proposed Real Estate Tax Levy by Fund
2024 Property Tax Levy Ordinance
______________________________________________________________________________
AGENDA ITEM SUMMARY:
The purpose of this agenda item is to conduct the 2024 Property Tax Levy Public Hearing and to
provide the City Council with information needed for the adoption of the 2024 Property Tax Levy
Ordinance.
BACKGROUND/ANALYSIS:
Property taxes are a key revenue source for the City’s General Fund. The General Fund covers
the operating costs for all municipal departments except for the Water and Sewer Divisions of
Public Works (water and sewer receipts and base fees) and the Recreation Center (member fees).
As a “Home Rule” community, the City of McHenry is not subject to the Property Tax Extension
Limitation Law, or PTELL, which limits increases for non-Home Rule communities’ property tax
levy to the rate of inflation, or 5%, whichever is less. However, the City has remained extremely
conservative when establishing its property tax levy. Since 2010, the property tax levy has only
been adjusted two times: a 3% decrease in 2016, and a 2.6% increase in 2021. It has remained
flat in every other year. In real dollars, this means that the City has continued to operate with
reduced revenue, while the costs of staffing and commodities have continued to increase. As
previously shown, the amount of property tax dollars the City received in 2023 ($4,737,941) is
actually less than in 2010 ($4,761,610). According to this same analysis, if the City’s levy had
increased by PTELL each year since 2011, staff estimates that the property tax total of $4,978,562
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shown below would currently be $7,211,418 due to compounding – a loss of approximately $2.5
million in 2024 alone.
All General Fund revenues are accounted for in one of the line items below. As Council can see,
$22,858,669 (73.3%) of General Fund Revenues are comprised of four primary sources – Property
Tax, State Sales Tax, Local Sales Tax, and State Income Tax (shaded rows). Of these four primary
sources of funding, the municipality only has the ability and authority to adjust two – Property
Tax and Local Sales Tax. These two sources represent just 28.4% of General Fund Revenues.
General Fund Revenues
FY2024/25
Property Taxes 4,987,562 16.00%
State Sales Tax 9,356,404 30.01%
Local Sales Tax 3,874,618 12.43%
State Income Tax 4,640,085 14.88%
State Replacement Tax 130,000 0.42%
State Telecommunications Tax 190,000 0.61%
Self Storage Tax 125,000 0.40%
Intertrack Wagering 38,000 0.12%
Video Gaming 925,000 2.97%
Franchise Fees 340,000 1.09%
Licenses and Permits 289,000 0.93%
Fines and Forfeitures 378,000 1.21%
Charges for Services 1,384,289 4.44%
Reimbursement 3,722,615 11.94%
Interest Income 600,000 1.92%
Miscellaneous 193,956 0.63%
Total General Fund Revenue 31,174,529 100.00%
The City Council recently created use taxes for Electric (ComEd) and Gas (Nicor) to assist with
shortfalls in funding the City’s capital needs, which are detailed in the City’s annual Community
Investment Plan. Capital costs include large projects, such as infrastructure, facility maintenance,
and vehicle and equipment replacements. The Community Investment Plan includes a long list
of projects, many of which are high priority. However, the Electric and Gas Use Tax Revenue are
not sufficient to fund all the capital projects. While the timing of some capital projects can be
adjusted to later fiscal years based on the revenue available, others must be funded (such as the
Route 31 widening currently estimated at $2.4 million) or are high on the priority list (such as the
downtown Streetscape program estimated at $15 million). City staff is currently updating the
Community Investment Plan for FY25/26. However, as identified in the FY24/25 Community
Investment Plan presented at the 11/6/2023 City Council meeting, there is a shortfall in revenue
for projects identified for FY25/26 in the amount of $620,000. These additional costs generally
must be paid using General Fund dollars.
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The City’s Fund Balance and Reserve Policy requires the City to maintain a 120-day reserve
balance (which in 24/25 is $10,096,337) in the General Fund for emergency purposes. When the
General Fund balance exceeds this amount, the Policy states that any additional funds will be
assigned for capital. The FY23/24 audit has now been completed, and the additional reserve
available for capital is $2,295,891 (after $892,070 of FY23/24 General Fund budgeted capital
expenses are deducted for projects not yet completed). The FY25/26 budget process has not
begun yet; however, increases to operational expenses are expected (due specifically to union
contracts and inflation), and revenues have begun to level off, so it will be increasingly difficult
to produce a balanced operating budget without adjusting the property tax levy. It is important
to note that if the tax levy were to increase, any funds not used for operational expenses would
be used for unfunded capital projects, as stated in the Policy.
Unfortunately, while the City has frozen its levy in an attempt to help reduce or limit increases to
property taxes, a reduction to the City’s portion of the property tax levy has not resulted in
reductions to residents’ overall property tax bills. As shown in the attached exhibit, the portion
of a resident’s tax bill directed to the City of McHenry was only 5.58% of the total amount in
2023. Therefore, the other taxing jurisdictions have a much greater effect on the overall amount
of property taxes that residents ultimately pay.
Changes to the City’s overall Equalized Assessed Value (EAV) also drive change in the property
tax bill. When the EAV declines, the tax rates must go up in order to fully fund the property tax
levy across all taxing districts, because the same amount of money needs to be collected across
the new lower values. However, for 2023, the EAV increased for the ninth consecutive year.
Therefore, the tax rates for the City went down slightly, lowering the City’s portion of the tax bill.
In 2024, it is estimated that the EAV will increase about 8.4%, which could result in a further
decrease in the amount residents pay to the City on their property tax bills. Of course, this will
be determined by each individual parcel’s EAV; some will increase, while others decrease.
Based on the totality of the information that has been reviewed in this memorandum, staff is
forwarding the City Council’s recommendation to increase the levy by 1.2% or the New Growth
Rate for 2024. It is important to note with the issuance of the Pension Obligation Bonds, the City
will have a separate levy for the annual bond costs. The 2024 Pension Obligation Bond Levy is
$1,664,558. Therefore, the 2024 levy will be set at $3,112,374 and the total levy with the Police
Pension bond will be $4,776,932.
If Council concurs, the following is recommended: 1) conducting a public hearing regarding the
proposed 2024 Property Tax Levy in an amount of $3,112,374 and, upon closing the public
hearing; 2) consideration of the 2024 Property Tax Levy Ordinance in an amount not to exceed
$3,112,374.
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ORDINANCE NO. 24-
2024 PROPERTY TAX LEVY ORDINANCE
AN ORDINANCE FOR THE LEVY OF TAXES FOR THE CITY OF McHENRY, McHENRY COUNTY,
ILLINOIS FOR THE YEAR 2024
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 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.
BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF McHENRY, McHENRY
COUNTY, ILLINOIS as follows:
SECTION 1: That a tax for the following sums of money, or as much thereof as may be
authorized by law to defray all expenses and liabilities of the City of McHenry, be and the same
are hereby levied for the purposes specified against all taxable property in the City of McHenry
for the year 2024 in the respective sums as follow, to-wit:
Article I
General Fund Levy
Administration Department Salaries - Regular 15,920
Overtime - Regular -
Salaries - Seasonal -
Salary Adjustments -
Board/Commission Expense -
Youth Commission -
Health/Life Insurance -
Dental Insurance -
US Life Insurance -
Insurance Premiums Vision -
FICA/Medicare 20,229
IMRF Retirement 29,514
Uniform Allowance -
Contractual Services -
Legal Fees -
Postage and Meter -
Telephone -
Printing and Publishing -
Repair & Maintenance -
Dues -
Travel Expenses -
Training -
Tuition Reimbursements -
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Publications -
Utilities -
IMF Expense -
Materials & Supplies -
Office Supplies -
Gasoline & Oil -
Small Equipment -
Administrative Expense -
Capital - Land Acquisition -
Buildings -
Equipment -
Capital - Furniture -
Purchase of Service - Risk Management -
Purchase of Service - Information Technology -
Transfer - Employee Insurance Fund -
Transfer - Capital Improvements -
Total Administration Department 65,663
Elected Officials Department Salaries - Regular -
Overtime - Regular -
Salary Adjustments -
Salaries - Elected Officials -
Health/Life Insurance -
Dental Insurance -
US Life Insurance -
Insurance Premiums Vision -
FICA/Medicare 2,185
IMRF Retirement -
Uniform Allowance -
Contractual Services -
Postage and Meter -
Telephone -
Printing and Publishing -
Dues -
Travel Expenses -
Training -
Publications -
Materials and Supplies -
Office Supplies -
Small Equipment -
Employee Recognition -
Administrative Expense -
Purchase of Service - Information Technology -
Transfer - Employee Insurance Fund -
Total Elected Officials Department 2,185
Community Development Department Salaries - Regular 21,291
Salaries - Part Time -
Salaries - Temporary - Census -
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Overtime - Regular -
Salary Adjustments -
Health/Life Insurance -
Dental Insurance -
US Life Insurance -
Insurance Premiums Vision -
FICA/Medicare 28,539
IMRF Retirement 38,839
Uniform Allowance -
Contractual Services -
Postage and Meter -
Telephone -
Printing and Publishing -
Repairs and Maintenance - Vehicles -
Dues -
Travel Expenses -
Training -
Tuition Reimbursement -
Publications -
Materials and Supplies -
Office Supplies -
Fuel and Lubricants -
Small Tools and Equipment -
Capital Lease Principal Payments -
Capital - Buildings -
Equipment -
Capital - Vehicles -
Purchase Service - Risk Management -
Purchase Service - Information Technology -
Transfer - Employee Insurance Fund -
Total Community & Economic Development Department 88,669
Finance Department Salaries - Regular 10,906
Salaries - Part Time -
Overtime - Regular -
Salary Adjustments -
Health/Life Insurance -
Dental Insurance -
US Life Insurance -
Insurance Premiums Vision -
FICA/Medicare 14,829
IMRF Retirement 20,181
Uniform Allowance -
Contractual Services -
Postage and Meter -
Telephone -
Printing and Publishing -
Dues -
Travel Expenses -
Training -
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Tuition Reimbursement -
Publications -
Materials and Supplies -
Office Supplies -
Gasoline & Oil -
Small Tools and Equipment -
Administrative Expense -
Development Expense -
Miscellaneous Refunds -
Debt Service Transfer -
Transfer - Special Service Area -
Transfer - Motor Fuel Tax Fund -
Purchase Service - MCMRM -
Purchase Service - Information Technology -
Transfer - Employee Insurance Fund -
Transfer - Capital Improvement Fund -
Transfer - Band Fund -
Transfer - Civil Defense -
Transfer - Capital Equipment Fund -
Total Finance Department 45,916
Human Resources Department Salaries - Regular 6,917
Health/Life Insurance -
Dental Insurance -
US Life Insurance -
Insurance Premiums Vision -
FICA/Medicare 9,406
IMRF Retirement 12,800
Contractual Services -
Training -
Purchase Service - Information Technology -
Total Human Resources Department 29,123
Economic Development Department Salaries - Regular 6,614
Health/Life Insurance -
Dental Insurance -
US Life Insurance -
Insurance Premiums Vision -
FICA/Medicare 8,993
IMRF Retirement 12,239
Contractual Services -
Postage & Meter -
Printing and Publishing -
Dues -
Travel Expenses -
Training -
Materials and Supplies -
Bulk Office Supplies -
10
Purchase Service - Information Technology -
Total Economic Development Department 27,846
Police Department Salaries - Regular 13,365
Salaries - Sworn 723,371
Salaries - Part-Time -
Overtime - Regular -
Overtime - Sworn -
Career Ladder -
Salary Adjustments -
Health/Life Insurance -
Dental Insurance -
US Life Insurance -
Insurance Premiums Vision -
FICA/Medicare 270,078
IMRF Retirement 25,353
Contribution - Police Pension 691,364
Uniform Allowance -
Contractual Services -
Postage and Meter -
Telephone -
Repair and Maintenance - Vehicles -
Dues -
Travel Expenses -
Training Expenses -
Tuition Reimbursement -
Publications -
Utilities -
Materials and Supplies -
Office Supplies -
Fuel and Lubricants -
Small Equipment -
Police-K9 Unit -
Police-DUI -
Capital - Equipment -
Capital - Vehicles -
Capital - Furniture -
Purchase of Service - Risk Management -
Purchase of Service - Information Technology -
Transfer - Employee Insurance Fund -
Total Police Department 1,723,531
Dispatch Department Salaries - Regular 58,822
Salaries - Part-Time -
Overtime - Regular -
Salary Adjustments -
Health/Life Insurance -
Dental Insurance -
US Life Insurance -
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Insurance Premiums Vision -
FICA/Medicare 86,335
IMRF Retirement 115,821
Uniform Allowance -
Contractual Services -
Postage and Meter -
Telephone -
Travel Expenses -
Training Expenses -
Tuition Reimbursement -
Utilities -
Materials and Supplies -
Office Supplies -
Small Equipment -
Purchase of Service - Risk Management -
Purchase of Service - Information Technology -
Total Dispatch Department 260,978
Public Works Administration Department Salaries - Regular 10,357
Overtime - Regular -
Salary Adjustments -
Health/Life Insurance -
Dental Insurance -
US Life Insurance -
Insurance Premiums Vision -
FICA/Medicare 14,492
IMRF Retirement 19,165
Uniform Allowance -
Contractual Services -
Postage and Meter -
Telephone -
Dues -
Travel Expenses -
Training Expenses -
Tuition Reimbursement -
Office Supplies -
Small Equipment -
Forestry
Capital - Equipment -
Purchase Service - Risk Management -
Purchase Service - Information Technology -
Transfer - Employee Insurance Fund -
Total Public Works Administration Department 44,014
Public Works Streets Division Department
Salaries - Regular 33,077
Overtime - Regular -
Overtime - Snow Removal -
Salaries -Seasonal -
Salary Adjustments -
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Health/Life Insurance -
Dental Insurance -
US Life Insurance -
Insurance Premiums Vision -
FICA/Medicare 49,279
IMRF Retirement 66,228
Uniform Allowance -
Contractual Services -
Contractual Services - PW Bldg -
Telephone -
Repair and Maintenance - Vehicles -
Training Expenses -
Utilities -
Utilities - PW Bldg -
Street Lighting -
Materials and Supplies -
Materials and Supplies - PW Bldg -
Office Supplies -
Vehicle Fuel and Lubricants -
Small Tools and Equipment -
Safety Equipment and Supplies -
Miscellaneous Expenses -
Capital - Equipment -
Capital - Vehicles -
Capital - Public Improvements -
Encumbrances -
Purchase Service - Risk Management -
Purchase Service - Information Technology -
Transfer - Employee Insurance Fund -
Total Public Works Streets Division Department 148,584
Parks & Recreation Department Salaries - Regular 9,034
Salaries - Part Time Employees -
Overtime - Regular -
Salaries - Seasonal -
Overtime - Seasonal -
Salary Adjustments -
Health/Life Insurance -
Dental Insurance -
US Life Insurance -
Insurance Premiums Vision -
Social Security Expenses 26,310
IMRF Retirement 16,717
Uniform Allowance -
Contractual Services -
Postage and Meter -
Telephone -
Printing and Publishing -
Repairs and Maintenance - Vehicles -
Dues -
13
Travel Expenses -
Training -
Tuition Reimbursement -
Publications -
Utilities -
Materials and Supplies -
Office Supplies -
Vehicle Fuel and Lubricants -
Small Equipment -
Special Events -
Forestry -
Capital - Equipment -
Capital - Vehicles -
Park Improvements -
Purchase Service - Risk Management -
Purchase Service - Information Technology -
Transfer - Employee Insurance Fund -
Total Parks & Recreation Department 52,061
Parks & Recreation Maintenance Department
Salaries - Regular 21,975
Overtime - Regular -
Salaries - Seasonal -
Overtime - Seasonal -
Health/Life Insurance -
Dental Insurance -
US Life Insurance -
Insurance Premiums Vision -
Social Security Expenses -
IMRF Retirement -
Uniform Allowance 33,070
Contractual Services 42,338
Repairs and Maintenance - Vehicles -
Utilities -
Materials and Supplies -
Vehicle Fuel and Lubricants -
Small Equipment -
Total Parks & Recreation Maintenance Department 97,383
Total General Fund 2,585,953
Article II
Audit Fund Audit Fee 26,427
Total Audit Fund 26,427
Article III
Insurance Fund Insurance 499,994
Total Insurance Fund 499,994
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Grand Total
Articles I, II, and III 3,112,374
Levied for the City of McHenry from the tax for General
Corporate funds, 65 ILCS 5/8-3-1, in addition to all other taxes $ 383,691
Levied from the Special Tax for Police Protection, 65 ILCS 5/11-
1-3, in addition to all other taxes 547,959
Levied from the Special Tax for cost of participation by the City of
McHenry in the Illinois Municipal Retirement Fund Enabling Act,
40 ILCS 5/7-171, in addition to all other taxes 399,194
Levied from the Special Tax for cost of participation by the City of
McHenry in the Social Security Enabling Act, 40 ILCS 5/21-109,
in addition to all other taxes 563,745
Levied from the Special Tax for the Police Pension Fund, 40
ILCS 5/3-125, in addition to all other taxes 691,364
Levied from the Special Tax for the Audit Fund, 65 ILCS 5/8-8-3,
in addition to all other taxes 26,427
Levied from the Special Tax to pay the cost of insurance, 745
ILCS 10/9-107, in addition to all other taxes 499,994
TOTAL LEVIED FOR CITY OF MCHENRY FROM ALL
SOURCES $ 3,112,374
The cites sources of authority are for information purposes only and are not intended to be a
limitation on the City’s authority to levy taxes.
SECTION 2: All expended balances of any item or items of any general appropriation
made by the Ordinance may be expended in making up an insufficiency in any item or items in
the same general appropriation and for the same general purpose of in like appropriation made
by the ordinance.
SECTION 3: The Clerk of aforesaid City is hereby directed to file with the Clerk of McHenry
County a duly certified copy of this ordinance.
SECTION 4: The Ordinance shall be in full force and effect from and after its passage,
approval and publication in pamphlet form (which publication is hereby authorized), as provided
by law.
Passed this 16th day of December, 2024.
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Ayes Nays Absent Abstain
Alderwoman Bassi _____ _____ _____ _____
Alderman Davis _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Koch _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Trisha Ramel, City Clerk
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EXHIBIT A
CITY OF McHENRY
PROPOSED REAL ESTATE TAX LEVY
2024 TAX LEVY
Equalized Assessed Valuation (EAV)* $1,007,012,546 (8.4% Increase)
Purpose Estimated Rate Proposed Levy
Corporate 0.0381 $ 383,691
Police Protection 0.0544 $ 547,959
Audit 0.0026 $ 26,427
Insurance 0.0497 $ 499,994
IMRF 0.0396 $ 399,194
Social Security 0.0560 $ 563,745
Police Pension 0.0687 $ 691,364
TOTAL 0.3091 $ 3,112,374
*Estimated
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Office of Finance & Accounting
Carolyn Lynch, Director
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2100
Fax: (815) 363-2119
www.cityofmchenry.org
CONSENT AGENDA SUPPLEMENT
DATE: December 16, 2024
TO: Mayor and City Council
FROM: Carolyn Lynch, Finance Director
RE: Abatement of Real Estate Taxes for Various Bond Issues
ATT: Abatement of Real Estate Taxes Ordinances
______________________________________________________________________________
SUMMARY: The City of McHenry has issued a variety of bonds backed by the full faith and credit
of the municipality. This requires that property taxes be levied by the County Clerk. The City’s
intentions are to abate these taxes through the County Clerk annually through the attached
abatement ordinances.
BACKGROUND: Over the years, the City of McHenry has issued a variety of bonds that pledge
various funding sources for repayment backed by the full faith and credit of the municipality. In
pledging the full faith and credit of the municipality, the bond ordinances require the County
Clerk to levy property taxes for the debt service required on the bonds unless an abatement of
the property tax by the local municipality is approved and filed with the County Clerk.
ANALYSIS: In structuring the bonds in this manner, it was the intent of the City to annually abate
the taxes provided the primary source of repayment is sufficient to cover the debt service
requirement. Historically, the primary source of repayment has been sufficient to cover the debt
service and the property tax has been abated. Projections show that revenue sources in the
coming year will continue to provide adequate coverage for debt service requirements, allowing
the abatement of the property tax.
Consequently, in order for the County Clerk to abate or reduce the property taxes levied, the City
Council will need to approve the attached ordinances authorizing the abatements as follows:
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1. GO Bonds (Refunding) Series 2020A (Sewer Improvements) $ 385,200.00
2.
GO Bonds (Alternate) Series 2012 (Water Treatment Plant
Improvements & Public Works Building Roof/HVAC $ 212,387.50
3. GO Bonds (Refunding) Series 2013 (Public Works Building Roof/HVAC) $ 36,925.00
4.
GO Bonds (Refunding) Series 2015 (Purchase of Public Works Building
& Recreation Center Construction Costs) $ 357,846.26
RECOMMENDATION: Staff recommends approval of the attached ordinances for the abatements as
listed.
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ORDINANCE NO. 24-
AN ORDINANCE PROVIDING FOR AN ABATEMENT OF REAL ESTATE
TAXES LEVIED FOR THE 2024 TAX LEVY YEAR PURSUANT TO AN
ORDINANCE ADOPTED BY THE CITY COUNCIL OF THE CITY OF
MCHENRY, ILLINOIS, ON OCTOBER 5, 2020, PROVIDING FOR THE
ISSUANCE OF NOT TO EXCEED $3,300,000 GENERAL OBLIGATION
REFUNDING BONDS SERIES 2020A OF THE CITY OF MCHENRY, ILLINOIS,
TO REFUND CERTAIN OUTSTANDING GENERAL OBLIGATION BONDS
AND PROVIDING FOR THE LEVY AND COLLECTION OF A DIRECT
ANNUAL TAX FOR THE PAYMENT OF THE PRINCIPAL OF AND INTEREST
ON SAID BONDS.
WHEREAS, an ordinance was adopted by the City Council of the City of McHenry, Illinois on
October 5, 2020 providing for the issuance of not to exceed $3,300,000 General Obligation Refunding
Bonds, Series 2020A of the City of McHenry, Illinois, to refund certain outstanding General Obligation
Bonds and providing for the levy and collection of a direct annual tax for the payment of the principal of
and interest on said bonds.
WHEREAS, the Series 2020A Bonds are payable from, and are secured by a pledge of, any of the
City's funds that are legally available for such purpose; and
WHEREAS, pursuant to the aforesaid Supplemental Ordinance a direct tax has been levied for
the 2024 Tax Levy Year in the amount of $385,200.00 for the payment of the principal and interest due
in the year 2025 on the Series 2020A Bonds authorized by said ordinance; and
WHEREAS, the City's funds that are legally available which have been pledged for the payment
of the principal and interest on the Series 2020A Bonds otherwise payable from such levy for the 2024
Tax Levy Year are on deposit in the Series 2020A Project Fund and it is therefore the determination of
the Corporate Authorities of the City of McHenry, Illinois that the real estate taxed levied for the Tax
Levy Year 2024 pursuant to said Ordinance shall be abated.
NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY,
MCHENRY COUNTY, ILLINOIS, as follows:
SECTION 1. All real estate taxes authorized to be levied for the 2024 Tax Levy Year pursuant to
the ordinance adopted by the City Council of the City of McHenry, Illinois on October 5, 2020, providing
for the issuance of not to exceed $3,300,000 General Obligation Refunding Bonds Series 2020A of the
City of McHenry, Illinois, to refund certain outstanding general obligation bonds and providing for the
levy and collection of a direct annual tax for the payment of the principal of and interest on said bonds;
be and they are hereby abated in the amount of 100% thereof.
SECTION 2. The City Clerk shall file a certified copy of this Ordinance in the Offices of the Clerk
of the County of McHenry, Illinois after the effective date of this ordinance.
SECTION 3. All ordinances or parts thereof in conflict with the terms and provisions hereof be
and the same hereby repealed to the extent of such conflict.
SECTION 4. This ordinance shall be published in pamphlet form by and under the authority of
20
the Corporate Authorities of the City of McHenry, Illinois.
SECTION 5. This ordinance shall be in full force and effect immediately from and after its
passage, approval and publication, as provided by law.
Passed and approved this 16th day of December, 2024.
Ayes Nays Absent Abstain
Alderwoman Bassi _____ _____ _____ _____
Alderman Davis _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Koch _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Trisha Ramel, City Clerk
21
ORDINANCE NO. 24-
AN ORDINANCE PROVIDING FOR AN ABATEMENT OF REAL ESTATE
TAXES LEVIED FOR THE 2024 TAX LEVY YEAR PURSUANT TO AN
ORDINANCE ADOPTED BY THE CITY COUNCIL OF THE CITY OF
MCHENRY, ILLINOIS, ON AUGUST 27, 2012, PROVIDING FOR THE
ISSUANCE OF $3,100,000 GENERAL OBLIGATION BONDS (ALTERNATE),
SERIES 2012 OF THE CITY OF MCHENRY, ILLINOIS, FOR THE PURPOSE
OF FINANCING THE RENOVATION OF WATER TREATMENT PLANT NO. 2
AND HVAC AND ROOF REPAIRS AT THE PUBLIC WORKS GARAGE
WHEREAS, an ordinance was adopted by the City Council of the City of McHenry, Illinois on
August 27, 2012 providing for the issuance of $3,100,000 General Obligation Bonds (Alternate), Series
2012 of the City of McHenry, Illinois, for the purpose of financing the Renovation of Water Treatment
Plant No. 2 and HVAC and Roof Repairs at the Public Works Garage; and
WHEREAS, the Series 2012 Bonds are payable from, and are secured by a pledge of, the City’s
distributive share of sales and use taxes imposed by the State of Illinois and derived from transactions at
places of business located within the boundaries of the City, including monies paid by the State in
replacement of the City’s distributive share of such taxes; and
WHEREAS, pursuant to the aforesaid Supplemental Ordinance a direct tax has been levied for
the 2024 Tax Levy Year in the amount of $212,387.50 for the payment of the principal and interest due
in the year 2025 on the Series 2012 Bonds authorized by said ordinance; and
WHEREAS, the City’s distributive share of sales and use taxes imposed by the State of Illinois and
derived from transactions at places of business located within the boundaries of the City which have
been pledged for the payment of the principal and interest on the Series 2012 Bonds otherwise payable
from such levy for the 2024 Tax Levy Year are on deposit in the Series 2012 Debt Service Fund
established by Section 13 of the aforesaid Ordinance and it is therefore the determination of the
Corporate Authorities of the City of McHenry, Illinois, that the real estate taxes levied for the Tax Levy
Year 2024 pursuant to said Ordinance shall be abated.
NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY,
MCHENRY COUNTY, ILLINOIS, as follows:
SECTION 1. All real estate taxes authorized to be levied for the 2024 Tax Levy Year pursuant to
the ordinance adopted by the City Council of the City of McHenry, Illinois on August 27, 2012, providing
for the issuance of $3,100,000 General Obligation Bonds (Alternate), Series 2012 of the City of McHenry,
Illinois, for the purpose of financing the Renovation of Water Treatment Plant No. 2 and HVAC and Roof
Repairs at the Public Works Garage; be and they are hereby abated in the amount of 100% thereof.
SECTION 2. The City Clerk shall file a certified copy of this Ordinance in the Offices of the Clerk
of the County of McHenry, Illinois after the effective date of this ordinance.
SECTION 3. All ordinances or parts thereof in conflict with the terms and provisions hereof be
and the same hereby repealed to the extent of such conflict.
SECTION 4. This ordinance shall be published in pamphlet form by and under the authority of
22
the Corporate Authorities of the City of McHenry, Illinois.
SECTION 5. This ordinance shall be in full force and effect immediately from and after its
passage, approval and publication, as provided by law.
Passed and approved this 16th day of December, 2024.
Ayes Nays Absent Abstain
Alderwoman Bassi _____ _____ _____ _____
Alderman Davis _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Koch _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Trisha Ramel, City Clerk
23
ORDINANCE NO. 24-
AN ORDINANCE PROVIDING FOR AN ABATEMENT OF REAL ESTATE
TAXES LEVIED FOR THE 2024 TAX LEVY YEAR PURSUANT TO AN
ORDINANCE ADOPTED BY THE CITY COUNCIL OF THE CITY OF
MCHENRY, ILLINOIS, ON MARCH 18, 2013, PROVIDING FOR THE
ISSUANCE OF $2,400,000 GENERAL OBLIGATION (REFUNDING) BONDS
SERIES 2013 OF THE CITY OF MCHENRY, ILLINOIS, TO REFUND SERIES
2005 GENERAL OBLIGATION BONDS AND ISSUE $415,000 FOR REPAIRS
TO THE PUBLIC WORKS BUILDING AT 1415 INDUSTRIAL DRIVE.
WHEREAS, an ordinance was adopted by the City Council of the City of McHenry, Illinois on
March 18, 2013, providing for the issuance of $2,400,000 General Obligation (Refunding) Bonds, Series
2013 of the City of McHenry, Illinois, to refund Series 2005 General Obligation Bonds and issue $415,000
for repairs to the Public Works Building at 1415 Industrial Drive.
WHEREAS, the Series 2013 Bonds are payable from, and are secured by a pledge of, the City's
distributive share of sales and use taxes imposed by the State of Illinois and derived from transactions at
places of business located within the boundaries of the City, including monies paid by the State in
replacement of the City's distributive share of such taxes; and
WHEREAS, pursuant to the aforesaid Supplemental Ordinance a direct tax has been levied for
the 2024 Tax Levy Year in the amount of $36,925.00 for the payment of the principal and interest due in
the year 2025 on the Series 2013 Bonds authorized by said ordinance; and
WHEREAS, the City's distributive share of sales and use taxes imposed by the State of Illinois and
derived from transactions at places of business located within the boundaries of the City which have
been pledged for the payment of the principal and interest on the Series 2013 Bonds otherwise payable
from such levy for the 2024 Tax Levy Year are on deposit in the Series 2013 Project Fund established by
Section 13 of the aforesaid Ordinance and it is therefore the determination of the Corporate Authorities
of the City of McHenry, Illinois that the real estate taxed levied for the Tax Levy Year 2024 pursuant to
said Ordinance shall be abated.
NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY,
MCHENRY COUNTY, ILLINOIS, as follows:
SECTION 1. All real estate taxes authorized to be levied for the 2024 Tax Levy Year pursuant to
the ordinance adopted by the City Council of the City of McHenry, Illinois on March 18, 2013, providing
for the issuance of $2,400,000 General Obligation (Refunding) Bonds, Series 2013 of the City of
McHenry, Illinois, to refund Series 2005 General Obligation Bonds and issue $415,000 for repairs to the
Public Works Building at 1415 Industrial Drive; be and they are hereby abated in the amount of 100%
thereof.
SECTION 2. The City Clerk shall file a certified copy of this Ordinance in the Offices of the Clerk
of the County of McHenry, Illinois after the effective date of this ordinance.
SECTION 3. All ordinances or parts thereof in conflict with the terms and provisions hereof be
and the same hereby repealed to the extent of such conflict.
24
SECTION 4. This ordinance shall be published in pamphlet form by and under the authority of
the Corporate Authorities of the City of McHenry, Illinois.
SECTION 5. This ordinance shall be in full force and effect immediately from and after its
passage, approval and publication, as provided by law.
Passed and approved this 16th day of December, 2024.
Ayes Nays Absent Abstain
Alderwoman Bassi _____ _____ _____ _____
Alderman Davis _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Koch _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Trisha Ramel, City Clerk
25
ORDINANCE NO. 24-
AN ORDINANCE PROVIDING FOR AN ABATEMENT OF REAL ESTATE
TAXES LEVIED FOR THE 2024 TAX LEVY YEAR PURSUANT TO AN
ORDINANCE ADOPTED BY THE CITY COUNCIL OF THE CITY OF
MCHENRY, ILLINOIS, ON APRIL 20, 2015, PROVIDING FOR THE
ISSUANCE OF $6,375,000 GENERAL OBLIGATION (REFUNDING) BONDS
SERIES 2015 OF THE CITY OF MCHENRY, ILLINOIS, TO REFUND SERIES
2006 GENERAL OBLIGATION BONDS, ADVANCE REFUND SERIES 2007
GENERAL OBLIGATION BONDS AND ISSUE $2,015,000 FOR
CONSTRUCTION OF THE RECREATION CENTER AT 3636 MUNICPAL
DRIVE.
WHEREAS, an ordinance was adopted by the City Council of the City of McHenry, Illinois on April
20, 2015, providing for the issuance of $6,375,000 General Obligation (Refunding) Bonds, Series 2015 of
the City of McHenry, Illinois, to refund Series 2006 General Obligation Bonds, advance refund Series
2007 General Obligation Bonds, and issue $2,015,000 for construction of the Recreation Center at 3636
Municipal Drive.
WHEREAS, the Series 2015 Bonds are payable from, and are secured by a pledge of, the City's
distributive share of sales and use taxes imposed by the State of Illinois and derived from transactions at
places of business located within the boundaries of the City, including monies paid by the State in
replacement of the City's distributive share of such taxes; and
WHEREAS, pursuant to the aforesaid Supplemental Ordinance a direct tax has been levied for
the 2024 Tax Levy Year in the amount of $357,846.26 for the payment of the principal and interest due
in the year 2025 on the Series 2015 Bonds authorized by said ordinance; and
WHEREAS, the City's distributive share of sales and use taxes imposed by the State of Illinois and
derived from transactions at places of business located within the boundaries of the City which have
been pledged for the payment of the principal and interest on the Series 2015 Bonds otherwise payable
from such levy for the 2024 Tax Levy Year are on deposit in the Series 2015 Project Fund established by
Section 13 of the aforesaid Ordinance and it is therefore the determination of the Corporate Authorities
of the City of McHenry, Illinois that the real estate taxed levied for the Tax Levy Year 2024 pursuant to
said Ordinance shall be abated.
NOW THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY,
MCHENRY COUNTY, ILLINOIS, as follows:
SECTION 1. All real estate taxes authorized to be levied for the 2024 Tax Levy Year pursuant to
the ordinance adopted by the City Council of the City of McHenry, Illinois on April 20, 2015, providing for
the issuance of $6,375,000 General Obligation (Refunding) Bonds, Series 2015 of the City of McHenry,
Illinois, to refund Series 2006 General Obligation Bonds, advance refund Series 2007 General Obligation
Bonds, and issue $2,015,000 for construction of the Recreation Center at 3636 Municipal Drive; be and
they are thereby abated in the amount of 100% thereof.
SECTION 2. The City Clerk shall file a certified copy of this Ordinance in the Offices of the Clerk
of the County of McHenry, Illinois after the effective date of this ordinance.
26
SECTION 3. All ordinances or parts thereof in conflict with the terms and provisions hereof be
and the same hereby repealed to the extent of such conflict.
SECTION 4. This ordinance shall be published in pamphlet form by and under the authority of
the Corporate Authorities of the City of McHenry, Illinois.
SECTION 5. This ordinance shall be in full force and effect immediately from and after its
passage, approval and publication, as provided by law.
monte
Passed and approved this 16th day of December, 2024.
Ayes Nays Absent Abstain
Alderwoman Bassi _____ _____ _____ _____
Alderman Davis _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Koch _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Trisha Ramel, City Clerk
27
City of McHenry Council
Meeting Minutes
12.2.24
MINUTES
REGULAR CITY COUNCIL MEETING
Monday, December 2, 2024, 7:00 p.m.
City Council Chambers, 333 S Green St, McHenry, IL 60050
Roll Call: Mayor Jett opened with the roll call.
Members present Alderman Santi, Alderman Glab, Alderman McClatchey, Alderwoman
Bassi, Alderman Davis, Alderman Koch, Alderwoman Miller, and Mayor Jett. Others present
Attorney McArdle, Administrator Ostrovsky, Director of Community Development Polerecky,
Finance Director Lynch, Director of Parks and Recreation Hobson, Director of Economic
Development Martin, Chief of Police Birk, City Planner Sheriff, Acting Director of Public Works
Adams, Deputy Clerk Johnson, and City Clerk Ramel.
Pledge of Allegiance: Mayor Jett led the pledge.
Public Comment:
Bridgett Birong- came in to say hello and wanted to invite everyone to Deck the Stalls at the
ranch, it will also be open to the public as a free event. I would like to showcase the barn and
the roof that The City helped repair. She also presented flyers for everyone to review, and
Mayor Jett stated he would get those out.
Consent Agenda: Motion to Approve the following Consent Agenda Items as presented:
A. Resolution for the Approval and Release of Executive Session Minutes and Destruction
of Executive Session Recordings more than 18 Months Old (Deputy Clerk Johnson)
B. Agreement allowing the Police to enforce certain Illinois Vehicle Code violations and the
City Code violations on private roads within the Abbey Ridge Condominiums of McHenry
Association (Chief Birk)
C. November 18, 2024, City Council Meeting Minutes
D. Issuance of Checks in the amount of $548,920.84
Alderwoman Bassi asked if residents requested could they listen to the tapes. Per Deputy Chief
Johnson closed session minutes are for The Council until released, the audio tapes are
destroyed after 18 months.
Alderman Koch wanted to know if the police are being allowed to patrol, per Chief Birk , they
are already patrolling because it is residential but it allows them to enforce parking violations
that are not city streets.
28
City of McHenry Council
Meeting Minutes
12.2.24
2
A motion was made by Alderman McClatchey and seconded by Alderman Koch t o
approve the Consent Agenda Item as presented: Roll Call: Vote:7-ayes: Alderman Santi,
Alderman Glab, Alderman McClatchey, Alderwoman Bassi, Alderman Davis, Alderman Koch,
Alderwoman Miller. 0-nays, 0-abstained. Motion carried.
Individual Action Item Agenda
A. Orchard Beach Road Annexations
A motion to pass an Ordinance Annexing Approximately 9.60 Acres of Unincorporated
Tracts of Land in McHenry County, Illinois (Director Polerecky)
Alderwoman Bassi was visiting with some of the residents stated they are currently
maintaining the easement and wanted to know if they are still able to use it as parking once
it is annexed. Per Director Polerecky the ordinance states that you are not able to park on
the grass, but that right away is the city, if that is a concern it would need to be discussed.
Under the current ordinance would not be allowed to use the grass.
Alderman Glab stated that this topic and others may be brought up by public comment.
Alderman Koch wanted to know if the sewer and water hookup would be part of the street's
annexation when it occurs; it is already maintained. Per Director Polerecky, they will be
eligible to hook up to city water and sewer. The price differs per every house.
Alderman McClatchey is more surprised that more people are not here to discuss.
A motion was made by Alderman Santi and seconded by Alderwoman Miller t o approve
Individual Agenda Items as presented: Roll Call: Vote: 6-ayes: Alderman Santi, Alderman
Glab, Alderman Davis, Alderman Koch, Alderwoman Miller, Mayor Jett. 2-nays, Alderman
McClatchey, Alderwoman Bassi. 0-abstained. Motion approved.
Public comment: Shelly and Billy Higgins, residents of Orchard Beach, wanted to address the
water issue. They stated that there are only wells, per the association that she was told. Director
Polerecky explained the sewer and water. The city sewer is not being forced, per Director
Polereck but the health department could enforce it.
Per Mayor Jett, this annexation has been happening for about two years now.
Eric Crittenden, a resident of Riverside Drive- stated that he has nothing to do with Orchard
Beach and is not surrounded by the City. Director Polerecky stated that he is surrounded by
the property of the City, which is south of his property. Would like to know where he can get
information about changes. Per Director Polerecky the letters that were sent out should help
with some of the information needed, contacting Cody Sheriff here at The City could answer
those questions.
29
City of McHenry Council
Meeting Minutes
12.2.24
3
This item could be tabled but that is up to The Council, per Mayor Jett.
Alderman Glab stated that annexation was nothing new that occurred, gave some examples of
the past, and talked about how the development by The City can help with the non -dedicated
areas.
Alderman McClatchey stated that 8 months ago the annexation of the roads behind St Pat
came in and the room was packed. Would not like to annex those that do not want it, surprise
there are not more residents here.
Alderwoman Miller wanted to respectfully should have gotten a letter of intention and the
process of what it was going to be. The small islands within The City make it hard to plan
forward because of it. It is comprehensive planning to move forward.
Discussion Item Agenda
A. Non-Highway Vehicle Ordinance Discussion (Chief Birk)
Chief Birk brought this item back to give us an update on the ordinance.
Alderwoman Miller wanted to know what the inability to locate is, The police were looking but
they were gone on arrival. Feels that the ordinances work well, as part of this since the
beginning. Would like to see more registered.
Alderman Glab wanted to know if there have been any accidents, there have been 2, per Chief
Birk. 1 was a DUI arrest and accident and another just a DUI arrest. Maybe once a year the
Chief could give figures as to how many additional vehicles are being registered. Wanted to
commend the residents using the vehicles they are not speeding as cars do.
Alderman McClatchey wanted to know if the DUI happened downtown, nothing happened
downtown. What if someone takes it to a trailer then yes it will need a sticker and safety
inspection.
Alderwoman Bassi stated that there were complaints that minors were driving the golf cart, and
a police officer should be called per Chief Birk. It was also confirmed when the golf carts are
registered and the resident gets a sticker they also receive a list of the rules and regulations as
confirmed to Alderwoman Bassie, per Chief Birk. Also noted that the resident must be a
licensed driver and have insurance as well.
30
City of McHenry Council
Meeting Minutes
12.2.24
4
Alderman Santi wanted to know about Waukegan and it was confirmed that they can drive on
it, per Chief Birk. They cannot go northbound on that road. He is comfortable where it is and
some people may want more access to cross the highway but also understands the safety
concerns.
This discussion went on for some time.
Staff Reports
Provided the 1st meeting of each month.
Director Hobson stated ice rink at Miller Park should be open this weekend.
Mayor’s Report: none
City Council Comments:
Alderman McClatchey wanted to welcome Acting Director Adams aboard.
Happy Birthday to Alderwoman Miller.
Alderwoman Miller stated that the lighting of the tree was very busier than ever, the tree is
gorgeous and looks stunning.
City Clerk Ramel expressed how beautiful the downtown area looks with the lights this year.
Alderman Koch wanted to bring up the fluoride in the water and wanted to know if there is
a mandate, it was confirmed that there is a state mandate per Director Adams. He is
concerned about it being too high, the reason he is bringing this up is the developing and
elderly children it could cause harm to. Wanted to know the cost of it as well, over $9,000
is what it cost last year. There were many concerns from other Alderpersons on this topic
and it could be brought back for discussion.
Alderman Davis wanted to know if we allowed golf carts downtown it could help with the
parking issue for golf carts, but there may have been previous discussions regarding this
before he became an Alderman for The Council.
Executive Session:
Executive Session to discuss the performance of specific employees (5 ILCS 120/2(c)(1))
A motion was made by Alderman Santi seconded by Alderman McClatchey to adjourn
to Executive Session at 8:00 pm to discuss the performance of specific employees (5 ILCS
120/2(c)(1))
31
City of McHenry Council
Meeting Minutes
12.2.24
5
Mayor Jett reconvened the meeting from the Executive Session at 8:15 p.m. A motion
was made by Alderwoman Miller and seconded by Alderman Koch to return to an open
session. Roll Call: Vote: 7-ayes: Alderman Santi, Alderman Glab, Alderman McClatchey,
Alderwoman Bassi, Alderman Davis, Alderman Koch, Alderwoman Miller. 0-nays, 0-abstained.
Motion carried.
Adjourn: A motion was made by Alderman Santi and seconded by Alderwoman Miller to
adjourn the meeting at 8:15 Roll Call: Vote: 7-ayes: Alderman Santi, Alderman Glab,
Alderman McClatchey, Alderwoman Bassi, Alderman Davis, Alderman Koch, Alderwoman
Miller. 0-nay-, 0-abstained. Motion carried.
X
Mayor Wayne Jett
X
City Clerk Trisha Ramel
32
Expense Approval Register
McHenry, IL List of Bills Council Meeting - 12-16-24
Vendor Name Payable Number Post Date Description (Item) Account Number Amount
Vendor: AMERICAN LEGAL PUBLISHING
AMERICAN LEGAL PUBLISHING 38509 12/16/2024 ANNUAL WEB HOSTING 100-01-5110 500.00
Vendor AMERICAN LEGAL PUBLISHING Total: 500.00
Vendor: BAKER & SON CO, PETER
BAKER & SON CO, PETER 49640 12/16/2024 SFC 100-33-6110 139.15
BAKER & SON CO, PETER 49734 12/16/2024 N50 SFC 100-33-6110 116.05
Vendor BAKER & SON CO, PETER Total: 255.20
Vendor: BAXTER & WOODMAN
BAXTER & WOODMAN 0266237 12/16/2024 OAKWOOD DR BRIDGE REHAB
100-33-5300 2,236.34
Vendor BAXTER & WOODMAN Total: 2,236.34
Vendor: DOOLEY, SHANNON
DOOLEY, SHANNON 35419 12/16/2024 HALF REFUND 400-40-3648 60.00
Vendor DOOLEY, SHANNON Total: 60.00
Vendor: HRGREEN
HRGREEN 2-180460 12/16/2024 BV RD BRIDGE REPL PH I ENG
100-01-8600 5,730.62
HRGREEN 3-181529 12/16/2024 BV RD BRIDGE REPL PH I ENG
100-01-8600 14,086.78
Vendor HRGREEN Total: 19,817.40
Vendor: ILLINOIS MUNICIPAL LEAGUE
ILLINOIS MUNICIPAL LEAGUE INV0016799 12/16/2024 ANNUAL DUES 2025 100-01-5410 2,000.00
Vendor ILLINOIS MUNICIPAL LEAGUE Total: 2,000.00
Vendor: JH EVENTS AND FLOWERS, INC
JH EVENTS AND FLOWERS, INC 6820 12/16/2024 CHAS MILLER FUNERAL 100-01-6940 67.50
Vendor JH EVENTS AND FLOWERS, INC Total: 67.50
Vendor: LEXISNEXIS
LEXISNEXIS 1100060346 12/16/2024 NOVEMBER SEARCHES 100-22-5110 232.50
Vendor LEXISNEXIS Total: 232.50
Vendor: MCHENRY COUNTY RECORDER OF DEEDS
MCHENRY COUNTY RECORDER
INV0016800 12/16/2024 NOV RECORDING FEES 100-01-6940 124.00
Vendor MCHENRY COUNTY RECORDER OF DEEDS Total: 124.00
Vendor: MIDWEST OPERATING ENGINEERS FRINGE BENEFIT FUNDS
MIDWEST OPERATING
INV0016801 12/16/2024 TIMOTHY LECHNER INS
600-00-4310 2,922.00
Vendor MIDWEST OPERATING ENGINEERS FRINGE BENEFIT FUNDS Total: 2,922.00
Vendor: MORRISON ASSOCIATES, LTD
MORRISON ASSOCIATES, LTD 2024-791 12/16/2024 MEETINGS 100-01-5430 750.00
Vendor MORRISON ASSOCIATES, LTD Total: 750.00
Vendor: WINNEBAGO LANDFILL CO
WINNEBAGO LANDFILL CO 14569C089 12/16/2024 SLUDGE 510-32-5580 6,607.20
Vendor WINNEBAGO LANDFILL CO Total: 6,607.20
Grand Total: 35,572.14
12/11/2024 1:06:06 PM
33
Expense Approval Register Packet: APPKT03233 - 12-16-24 AP CKS
Fund Summary
Fund Expense Amount
100 - GENERAL FUND 25,982.94
400 - RECREATION CENTER FUND 60.00
510 - WATER/SEWER FUND 6,607.20
600 - EMPLOYEE INSURANCE FUND 2,922.00
Grand Total: 35,572.14
34
Expense Approval Register
McHenry, IL #2 List of Bills Council Meeting - 12-16-24
Vendor Name Payable Number Post Date Description (Item) Account Number Amount
Vendor: AHW, LLC
AHW, LLC 12038069 12/16/2024 Gator Service Kit/Belt INV#
510-32-5370 131.35
Vendor AHW, LLC Total: 131.35
Vendor: ALLDATA LLC
ALLDATA LLC INVC05060058 12/16/2024 ALLDATA Software Subscription 620-00-5110 1,500.00
Vendor ALLDATA LLC Total: 1,500.00
Vendor: AMERICAN HEATING & COOLING
AMERICAN HEATING &
04043341 12/16/2024 Shop mechanical service:
100-45-5110 212.50
Vendor AMERICAN HEATING & COOLING Total: 212.50
Vendor: AQUALAB WATER TREATMENT, INC
AQUALAB WATER TREATMENT,
14887 12/16/2024 14887 100-03-5120 100.00
Vendor AQUALAB WATER TREATMENT, INC Total: 100.00
Vendor: AUTO TECH CENTERS INC
AUTO TECH CENTERS INC INV090624 12/16/2024 135/136 (090624) 100-45-5370 2,154.16
AUTO TECH CENTERS INC INV090723 12/16/2024 320 (090723) 100-22-5370 594.00
AUTO TECH CENTERS INC INV090762 12/16/2024 469 (090762) 100-33-5370 542.34
AUTO TECH CENTERS INC INV090863 12/16/2024 124 (090863) 100-45-5370 760.88
Vendor AUTO TECH CENTERS INC Total: 4,051.38
Vendor: AXON ENTERPRISE INC
AXON ENTERPRISE INC INUS5304749 12/16/2024 Invoice#INUS304749 Body
100-22-4510 83.50
Vendor AXON ENTERPRISE INC Total: 83.50
Vendor: BADGER METER INC
BADGER METER INC 801779249 12/16/2024 Inv# 80179249 510-31-5110 1,117.37
Vendor BADGER METER INC Total: 1,117.37
Vendor: BUSS FORD SALES
BUSS FORD SALES 50527728 12/16/2024 301 (5052728) 100-22-5370 352.93
BUSS FORD SALES 5052861 12/16/2024 320 (5052861) 100-22-5370 185.55
Vendor BUSS FORD SALES Total: 538.48
Vendor: CITY ELECTRIC SUPPLY
CITY ELECTRIC SUPPLY MCH/029804 12/16/2024 Lift Station Electrical Supplys
510-32-5380 134.99
Vendor CITY ELECTRIC SUPPLY Total: 134.99
Vendor: CRITICAL REACH
CRITICAL REACH 4013 12/16/2024 APBnet Annual Support Fee 620-00-5110 740.00
Vendor CRITICAL REACH Total: 740.00
Vendor: DAHLIN, M, PC
DAHLIN, M, PC 11-2024 12/16/2024 NOVEMBER 24 ADJUDICATION 100-03-5110 66.75
DAHLIN, M, PC 11-2024 12/16/2024 NOVEMBER 24 ADJUDICATION 100-22-5110 600.75
Vendor DAHLIN, M, PC Total: 667.50
Vendor: DELL MARKETING LP
DELL MARKETING LP 10780123796 12/16/2024 Dell vxRail & Switch Support
620-00-5110 17,927.63
Vendor DELL MARKETING LP Total: 17,927.63
Vendor: DREISILKER ELECTRIC MOTORS INC
DREISILKER ELECTRIC MOTORS
I25427 12/16/2024 1.5M BFP Drive Motor Starter
510-32-5375 206.33
DREISILKER ELECTRIC MOTORS
INV#I25597 12/16/2024 1.5M Drive Motor INV#I25597 510-32-5375 680.49
Vendor DREISILKER ELECTRIC MOTORS INC Total: 886.82
Vendor: ED'S TESTING STATION AND AUTOMOTIVE
ED'S TESTING STATION AND
11-2024 12/16/2024 Veh. Safety Insp. (Nov) 429,
100-33-5370 160.00
ED'S TESTING STATION AND
NOV SAFETY INS 12/16/2024 Veh. Safety Insp. (Nov) 635, 624
510-32-5370 99.50
ED'S TESTING STATION AND
NOV SAFETY INS 12/16/2024 Veh. Safety Insp. (Nov) 812
510-35-5370 40.00
Vendor ED'S TESTING STATION AND AUTOMOTIVE Total: 299.50
12/11/2024 1:14:22 PM
35
Expense Approval Register Packet: APPKT03234 - 12-16-24 RECT INV
Vendor Name Payable Number Post Date Description (Item) Account Number Amount
Vendor: EJ USA INC
EJ USA INC 110240052958 12/16/2024 Storm manhole frames and
100-33-6110 2,457.12
EJ USA INC 110240059363 12/16/2024 Storm manhole frames and
100-33-6110 897.44
EJ USA INC 110240059395 12/16/2024 Water valve box tops (10)
510-31-6110 1,049.50
EJ USA INC 110240079781 12/16/2024 MJ Adapter, 90 Bend
510-31-6110 2,228.82
EJ USA INC 110240080631 12/16/2024 Hydrant #110240080631 510-31-6110 3,279.66
Vendor EJ USA INC Total: 9,912.54
Vendor: FEDERAL SIGNAL CORPORATION - SSG
FEDERAL SIGNAL
8803719 12/16/2024 Invoice#8803719 - Early
100-23-5110 1,000.00
Vendor FEDERAL SIGNAL CORPORATION - SSG Total: 1,000.00
Vendor: FINE LINE PRODUCTIONS, INC
FINE LINE PRODUCTIONS, INC 2410 12/16/2024 LANDMARK COMMISSION
100-01-4220 3,000.00
Vendor FINE LINE PRODUCTIONS, INC Total: 3,000.00
Vendor: FISCHER BROS FRESH
FISCHER BROS FRESH 23616 12/16/2024 Concrete for 2025 Road
100-33-6110 1,217.00
FISCHER BROS FRESH 23617 12/16/2024 Concrete for 2025 Road
100-33-6110 1,281.00
FISCHER BROS FRESH 23633 12/16/2024 Concrete for 2025 Road
100-33-6110 776.25
FISCHER BROS FRESH 23642 12/16/2024 Concrete for 2025 Road
100-33-6110 672.00
FISCHER BROS FRESH 43806 12/16/2024 Concrete for Misc. Service
100-33-6110 581.25
Vendor FISCHER BROS FRESH Total: 4,527.50
Vendor: FOXCROFT MEADOWS INC
FOXCROFT MEADOWS INC 2787 12/16/2024 Topsoil, 2025 Road Program
100-33-6110 167.50
FOXCROFT MEADOWS INC 2788 12/16/2024 Topsoil, 2025 Road Program
100-33-6110 201.00
FOXCROFT MEADOWS INC 2807 12/16/2024 Black dirt for restoration
100-33-6110 536.00
Vendor FOXCROFT MEADOWS INC Total: 904.50
Vendor: GALLS LLC
GALLS LLC 029644015 12/16/2024 Invoice#029644015- Uniform
100-22-4510 53.54
GALLS LLC 029697403 12/16/2024 Invoice#029697403 100-23-4510 88.94
GALLS LLC 029738042 12/16/2024 Invoice#029738042 - Uniform
100-22-4510 226.17
GALLS LLC 029753536 12/16/2024 Invoice#029753536 - Uniform
100-23-4510 73.98
Vendor GALLS LLC Total: 442.63
Vendor: GORDON FLESCH COMPANY INC,
GORDON FLESCH COMPANY
in14944574 12/16/2024 MFP DaaS / Monthly Page
620-00-5110 352.47
GORDON FLESCH COMPANY
in14946028 12/16/2024 MFP Monthly Page Count Ricoh
620-00-5110 779.94
Vendor GORDON FLESCH COMPANY INC, Total: 1,132.41
Vendor: GRAINGER
GRAINGER INV#93280866419 12/16/2024 Panel Heaters INV#9328086419 510-32-5380 1,177.80
Vendor GRAINGER Total: 1,177.80
Vendor: GUARDIAN ALLIANCE TECHNOLOGIES
GUARDIAN ALLIANCE
26406 12/16/2024 Invoice#26406 -
100-23-5110 102.00
Vendor GUARDIAN ALLIANCE TECHNOLOGIES Total: 102.00
Vendor: HACH COMPANY
HACH COMPANY 14276476 12/16/2024 Inv# 14276476 510-31-6110 594.65
Vendor HACH COMPANY Total: 594.65
Vendor: HAWKINS INC
HAWKINS INC 692302 12/16/2024 Chemical Delivery INV#
510-32-6110 14,138.70
Vendor HAWKINS INC Total: 14,138.70
Vendor: HD SUPPLY
HD SUPPLY 837550243 12/16/2024 cleaning supplies 100-03-6110 233.63
Vendor HD SUPPLY Total: 233.63
Vendor: HR STEWART, INC
HR STEWART, INC 25188 12/16/2024 SWWTP-Boiler Service INV#
510-32-5375 1,400.00
Vendor HR STEWART, INC Total: 1,400.00
Vendor: ILLINOIS PUBLIC WORKS MUTUAL AID NETWORK
ILLINOIS PUBLIC WORKS
2912 12/16/2024 IPWMAN Membership II (2025)
100-30-5410 250.00
Vendor ILLINOIS PUBLIC WORKS MUTUAL AID NETWORK Total: 250.00
12/11/2024 1:14:22 PM
36
Expense Approval Register Packet: APPKT03234 - 12-16-24 RECT INV
Vendor Name Payable Number Post Date Description (Item) Account Number Amount
Vendor: IMAGETEC LP
IMAGETEC LP 751627 12/16/2024 Imagetec Monthly Lease 620-00-5110 246.57
Vendor IMAGETEC LP Total: 246.57
Vendor: INDUSTRIAL/ORGANIZATIONAL SOLUTIONS LLC
INDUSTRIAL/ORGANIZATIONAL
C61624A 12/16/2024 Invoice#C61624A New
100-21-5110 441.00
Vendor INDUSTRIAL/ORGANIZATIONAL SOLUTIONS LLC Total: 441.00
Vendor: INFOSEND, INC
INFOSEND, INC 276138 12/16/2024 NOVEMBER W-S PRINTING &
100-04-5310 609.89
INFOSEND, INC 276138 12/16/2024 NOVEMBER W-S PRINTING &
100-04-5330 342.17
Vendor INFOSEND, INC Total: 952.06
Vendor: JG UNIFORMS INC
JG UNIFORMS INC 140220 12/16/2024 Invoice#140220 - Uniform
100-22-4510 400.00
Vendor JG UNIFORMS INC Total: 400.00
Vendor: KIMBALL MIDWEST
KIMBALL MIDWEST 102853419 12/16/2024 kimball stock (102853419) 100-33-5370 395.05
Vendor KIMBALL MIDWEST Total: 395.05
Vendor: KNAPHEIDE EQUIPMENT CO-CHICAGO
KNAPHEIDE EQUIPMENT CO-
068F172290 12/16/2024 Vehicle Repairs 100-45-5370 1,442.89
Vendor KNAPHEIDE EQUIPMENT CO-CHICAGO Total: 1,442.89
Vendor: KOMLINE-SANDERSON
KOMLINE-SANDERSON 42061794 12/16/2024 1.5 BFP Steering Ram Rebuild
510-32-5375 545.13
Vendor KOMLINE-SANDERSON Total: 545.13
Vendor: LONDOS, ALICIA
LONDOS, ALICIA 23695 12/16/2024 Cont - Adult Painting 100-46-5110 120.00
Vendor LONDOS, ALICIA Total: 120.00
Vendor: MANSFIELD OIL COMPANY OF GAINESVILLE, INC
MANSFIELD OIL COMPANY OF
#25868126 12/16/2024 Fuel Diesel - WW, UTY -
510-32-6250 1,448.19
MANSFIELD OIL COMPANY OF
#25868126 12/16/2024 Fuel Diesel - WW, UTY -
510-35-6250 397.84
MANSFIELD OIL COMPANY OF
#25901998 12/16/2024 Fuel - WW, UTY, WTR -
510-31-6250 177.30
MANSFIELD OIL COMPANY OF
#25901998 12/16/2024 Fuel - WW, UTY, WTR -
510-32-6250 90.53
MANSFIELD OIL COMPANY OF
#25901998 12/16/2024 Fuel - WW, UTY, WTR -
510-35-6250 202.72
MANSFIELD OIL COMPANY OF
#25928255 12/16/2024 Fuel - WW, UTY, WTR -
510-31-6250 148.89
MANSFIELD OIL COMPANY OF
#25928255 12/16/2024 Fuel - WW, UTY, WTR -
510-32-6250 76.02
MANSFIELD OIL COMPANY OF
#25928255 12/16/2024 Fuel - WW, UTY, WTR -
510-35-6250 170.24
MANSFIELD OIL COMPANY OF
#25932376 12/16/2024 Fuel Diesel - WW, UTY -
510-32-6250 1,114.41
MANSFIELD OIL COMPANY OF
#25932376 12/16/2024 Fuel Diesel - WW, UTY -
510-35-6250 306.15
MANSFIELD OIL COMPANY OF
#25947762 12/16/2024 Fuel - WW, UTY, WTR -
510-31-6250 151.76
MANSFIELD OIL COMPANY OF
#25947762 12/16/2024 Fuel - WW, UTY, WTR -
510-32-6250 77.48
MANSFIELD OIL COMPANY OF
#25947762 12/16/2024 Fuel - WW, UTY, WTR -
510-35-6250 173.51
MANSFIELD OIL COMPANY OF
25868126 12/16/2024 Fuel Diesel - Fleet, Street, Parks
100-33-6250 1,317.78
MANSFIELD OIL COMPANY OF
25868126 12/16/2024 Fuel Diesel - Fleet, Street, Parks
100-45-6250 54.67
MANSFIELD OIL COMPANY OF
25868169 12/16/2024 Fuel - CED, Parks, Police, STS -
100-03-6250 219.51
MANSFIELD OIL COMPANY OF
25868169 12/16/2024 Fuel - CED, Parks, Police, STS -
100-22-6250 3,249.41
MANSFIELD OIL COMPANY OF
25868169 12/16/2024 Fuel - CED, Parks, Police, STS -
100-33-6250 366.49
MANSFIELD OIL COMPANY OF
25868169 12/16/2024 Fuel - CED, Parks, Police, STS -
100-45-6250 310.65
MANSFIELD OIL COMPANY OF
25901998 12/16/2024 Fuel - CED, Parks, Police, STS -
100-03-6250 162.42
MANSFIELD OIL COMPANY OF
25901998 12/16/2024 Fuel - CED, Parks, Police, STS -
100-22-6250 2,404.31
MANSFIELD OIL COMPANY OF
25901998 12/16/2024 Fuel - CED, Parks, Police, STS -
100-33-6250 271.18
MANSFIELD OIL COMPANY OF
25901998 12/16/2024 Fuel - CED, Parks, Police, STS -
100-45-6250 229.86
MANSFIELD OIL COMPANY OF
25928255 12/16/2024 Fuel - CED, Parks, Police, STS -
100-03-6250 136.39
MANSFIELD OIL COMPANY OF
25928255 12/16/2024 Fuel - CED, Parks, Police, STS -
100-22-6250 2,019.03
MANSFIELD OIL COMPANY OF
25928255 12/16/2024 Fuel - CED, Parks, Police, STS -
100-33-6250 227.72
MANSFIELD OIL COMPANY OF
25928255 12/16/2024 Fuel - CED, Parks, Police, STS -
100-45-6250 193.03
MANSFIELD OIL COMPANY OF
25932376 12/16/2024 Fuel Diesel - Fleet, Street, Parks
100-33-6250 1,014.06
MANSFIELD OIL COMPANY OF
25932376 12/16/2024 Fuel Diesel - Fleet, Street, Parks
100-45-6250 42.08
MANSFIELD OIL COMPANY OF
25947762 12/16/2024 Fuel - CED, Parks, Police, STS -
100-03-6250 139.02
MANSFIELD OIL COMPANY OF
25947762 12/16/2024 Fuel - CED, Parks, Police, STS -
100-22-6250 2,057.87
MANSFIELD OIL COMPANY OF
25947762 12/16/2024 Fuel - CED, Parks, Police, STS -
100-33-6250 232.10
12/11/2024 1:14:22 PM
37
Expense Approval Register Packet: APPKT03234 - 12-16-24 RECT INV
Vendor Name Payable Number Post Date Description (Item) Account Number Amount
MANSFIELD OIL COMPANY OF
25947762 12/16/2024 Fuel - CED, Parks, Police, STS -
100-45-6250 196.74
MANSFIELD OIL COMPANY OF
INV0016802 12/16/2024 Fuel - WW, UTY, WTR -
510-31-6250 239.62
MANSFIELD OIL COMPANY OF
INV0016802 12/16/2024 Fuel - WW, UTY, WTR -
510-32-6250 122.35
MANSFIELD OIL COMPANY OF
INV0016802 12/16/2024 Fuel - WW, UTY, WTR -
510-35-6250 273.98
Vendor MANSFIELD OIL COMPANY OF GAINESVILLE, INC Total: 20,015.31
Vendor: MCCANN INDUSTRIES INC
MCCANN INDUSTRIES INC #P61789 12/16/2024 Wood Lath for Snow Fence
100-33-6110 163.62
Vendor MCCANN INDUSTRIES INC Total: 163.62
Vendor: MENDEZ LANDSCAPING & BRICK PAVERS INC
MENDEZ LANDSCAPING &
17782 12/16/2024 17782 100-03-5120 1,250.00
Vendor MENDEZ LANDSCAPING & BRICK PAVERS INC Total: 1,250.00
Vendor: MIDWEST HOSE AND FITTINGS INC
MIDWEST HOSE AND FITTINGS
239478 12/16/2024 Brine Tank Repair Materials
100-33-6110 180.73
Vendor MIDWEST HOSE AND FITTINGS INC Total: 180.73
Vendor: MINUTEMAN PRESS OF MCH
MINUTEMAN PRESS OF MCH 100424 12/16/2024 Invoice#100424 - FTO Task Lists 100-22-6210 160.80
Vendor MINUTEMAN PRESS OF MCH Total: 160.80
Vendor: MOTOROLA SOLUTIONS - STARCOM21 NETWORK
MOTOROLA SOLUTIONS -
8937620241101 12/16/2024 Invoice#8937620241101 -
100-22-5320 3,772.00
Vendor MOTOROLA SOLUTIONS - STARCOM21 NETWORK Total: 3,772.00
Vendor: MURRAY AND TRETTEL INC
MURRAY AND TRETTEL INC 1224-740 12/16/2024 Weather Command Services
100-33-5110 4,000.00
Vendor MURRAY AND TRETTEL INC Total: 4,000.00
Vendor: PACE ANALYTICAL SERVICES, LLC
PACE ANALYTICAL SERVICES,
247225575 12/16/2024 Inv# 247225575 510-31-5110 700.00
PACE ANALYTICAL SERVICES,
247225576 12/16/2024 Inv#247225576 510-31-5110 465.00
Vendor PACE ANALYTICAL SERVICES, LLC Total: 1,165.00
Vendor: PITEL SEPTIC INC
PITEL SEPTIC INC 27401 12/16/2024 Toilet Rentals 100-45-5110 1,040.00
Vendor PITEL SEPTIC INC Total: 1,040.00
Vendor: POLICE LEGAL SCIENCES
POLICE LEGAL SCIENCES 12815 12/16/2024 Invoice#12815 - Monthly
100-23-5430 2,280.00
Vendor POLICE LEGAL SCIENCES Total: 2,280.00
Vendor: PROSHRED SECURITY
PROSHRED SECURITY 1614651 12/16/2024 Invoice #1614651 Monthly
100-22-5110 86.55
Vendor PROSHRED SECURITY Total: 86.55
Vendor: SERVICEMASTER BY THACKER
SERVICEMASTER BY THACKER 25809 12/16/2024 1415 Industrial Cleaning (Dec.
100-33-5115 500.00
Vendor SERVICEMASTER BY THACKER Total: 500.00
Vendor: SPEER FINANCIAL INC
SPEER FINANCIAL INC d11/24-42 12/16/2024 BOND DISCLOSURE INVOICE 300-00-7300 850.00
Vendor SPEER FINANCIAL INC Total: 850.00
Vendor: TOPS IN DOG TRAINING CORP
TOPS IN DOG TRAINING CORP 27370 12/16/2024 Invoice#27370 - Food/Training
100-22-6310 472.50
Vendor TOPS IN DOG TRAINING CORP Total: 472.50
Vendor: ULINE
ULINE 185657264 12/16/2024 Safety Items INV#185657264 510-32-6110 1,193.89
Vendor ULINE Total: 1,193.89
Vendor: VEOLIA WATER TECHNOLOGIES, INC
VEOLIA WATER TECHNOLOGIES,
24001338 RI 05700 12/16/2024 Disc Filter Panels INV#
510-32-5375 6,340.03
Vendor VEOLIA WATER TECHNOLOGIES, INC Total: 6,340.03
Vendor: VERIZON CONNECT FLEET USA LLC
VERIZON CONNECT FLEET USA
634000064400 12/16/2024 GPS For PW Vehicle Fleet 620-00-5110 895.45
Vendor VERIZON CONNECT FLEET USA LLC Total: 895.45
12/11/2024 1:14:22 PM
38
Expense Approval Register Packet: APPKT03234 - 12-16-24 RECT INV
Vendor Name Payable Number Post Date Description (Item) Account Number Amount
Vendor: VILLAGE OF LAKE IN THE HILLS
VILLAGE OF LAKE IN THE HILLS 2024-50000295 12/16/2024 Trip - Jacob Henry Mansion 100-46-5110 382.96
Vendor VILLAGE OF LAKE IN THE HILLS Total: 382.96
Grand Total: 116,498.92
12/11/2024 1:14:22 PM
39
Expense Approval Register Packet: APPKT03234 - 12-16-24 RECT INV
Fund Summary
Fund Expense Amount
100 - GENERAL FUND 52,512.66
300 - DEBT SERVICE-1997A FUND 850.00
510 - WATER/SEWER FUND 40,694.20
620 - INFORMATION TECHNOLOGY FUND 22,442.06
Grand Total: 116,498.92
40
AS NEEDED CHECKS COUNCIL MTG 12-16-24
100-03-6110 ACE HARDWARE 11/08/2024 $10.41
100-42-6110 ACE HARDWARE 11/08/2024 $32.35
100-44-6110 ACE HARDWARE 11/08/2024 $13.49
100-45-6110 ACE HARDWARE 11/08/2024 $396.53
400-00-6110 ACE HARDWARE 11/08/2024 $4.82
510-31-6110 ACE HARDWARE 11/08/2024 $199.71
510-32-5375 ACE HARDWARE 11/08/2024 $36.59
510-32-6110 ACE HARDWARE 11/08/2024 $53.06
100-01-6110 AMAZON CAPITAL SERVICES 11/08/2024 $51.84
100-03-6110 AMAZON CAPITAL SERVICES 11/08/2024 $1,125.98
100-03-6210 AMAZON CAPITAL SERVICES 11/08/2024 $16.74
100-01-5110 BANKCARD PROCESSING CENTER 11/08/2024 $1,650.00
100-01-6110 BANKCARD PROCESSING CENTER 11/08/2024 $109.31
100-01-6940 BANKCARD PROCESSING CENTER 11/08/2024 $24.27
100-03-5430 BANKCARD PROCESSING CENTER 11/08/2024 $305.00
100-05-5110 BANKCARD PROCESSING CENTER 11/08/2024 $375.00
100-06-5110 BANKCARD PROCESSING CENTER 11/08/2024 $522.50
100-06-5410 BANKCARD PROCESSING CENTER 11/08/2024 $175.00
100-06-5430 BANKCARD PROCESSING CENTER 11/08/2024 $35.00
100-22-5420 BANKCARD PROCESSING CENTER 11/08/2024 $1,527.50
100-22-5430 BANKCARD PROCESSING CENTER 11/08/2024 $390.00
100-22-6210 BANKCARD PROCESSING CENTER 11/08/2024 $786.23
100-23-5420 BANKCARD PROCESSING CENTER 11/08/2024 $800.28
100-42-5110 BARRINGTON SWIM CLUB 11/08/2024 $138.00
100-42-5110 COHO SWIM CLUB 11/08/2024 $83.00
100-03-6110 HD SUPPLY 11/08/2024 $259.04
100-03-6110 HOME DEPOT CREDIT SERVICES 11/08/2024 $510.87
100-33-6115 HOME DEPOT CREDIT SERVICES 11/08/2024 $23.96
100-45-6110 HOME DEPOT CREDIT SERVICES 11/08/2024 $1,268.83
100-45-6270 HOME DEPOT CREDIT SERVICES 11/08/2024 $73.94
510-31-6110 HOME DEPOT CREDIT SERVICES 11/08/2024 $181.36
510-32-6110 HOME DEPOT CREDIT SERVICES 11/08/2024 $163.91
200-00-5110 INDESTRUCTO RENTAL COMPANY 11/08/2024 $5,500.00
100-45-5110 MENDEZ LANDSCAPING & BRICK PAVERS INC 11/08/2024 $3,900.00
510-32-5580 WINNEBAGO LANDFILL CO 11/08/2024 $8,312.40
100-33-5520 CONSTELLATION NEWENERGY INC 11/15/2024 $21.58
510-32-5510 CONSTELLATION NEWENERGY INC 11/15/2024 $13,986.15
100-01-5420 FIRST BANKCARD 11/15/2024 $59.83
100-03-5370 FIRST BANKCARD 11/15/2024 $114.75
100-22-5370 FIRST BANKCARD 11/15/2024 $489.65
100-22-5420 FIRST BANKCARD 11/15/2024 $1,841.97
100-22-6210 FIRST BANKCARD 11/15/2024 $108.55
100-33-5370 FIRST BANKCARD 11/15/2024 $22.50
100-33-6110 FIRST BANKCARD 11/15/2024 $16.00
100-33-6115 FIRST BANKCARD 11/15/2024 $17.35
100-41-5110 FIRST BANKCARD 11/15/2024 $180.00
100-41-5330 FIRST BANKCARD 11/15/2024 $92.00
100-41-5410 FIRST BANKCARD 11/15/2024 $245.00
100-41-6110 FIRST BANKCARD 11/15/2024 $345.57
100-42-5110 FIRST BANKCARD 11/15/2024 $8,365.00
100-42-6110 FIRST BANKCARD 11/15/2024 $213.80
100-45-6110 FIRST BANKCARD 11/15/2024 $39.95
100-46-5110 FIRST BANKCARD 11/15/2024 $1,721.90
100-46-6110 FIRST BANKCARD 11/15/2024 $303.50
100-46-6920 FIRST BANKCARD 11/15/2024 $75.85
100-47-5110 FIRST BANKCARD 11/15/2024 $412.00
41
100-47-6110 FIRST BANKCARD 11/15/2024 $221.79
400-00-5321 FIRST BANKCARD 11/15/2024 $579.96
400-00-5430 FIRST BANKCARD 11/15/2024 $114.00
400-00-6110 FIRST BANKCARD 11/15/2024 $108.63
400-00-6111 FIRST BANKCARD 11/15/2024 $61.18
400-40-5110 FIRST BANKCARD 11/15/2024 $2,633.46
620-00-5420 FIRST BANKCARD 11/15/2024 $1,533.22
620-00-6110 FIRST BANKCARD 11/15/2024 $80.00
620-00-6270 FIRST BANKCARD 11/15/2024 $36.90
510-31-5410 FIRST BANKCARD 11/15/2024 $83.00
510-32-5430 FIRST BANKCARD 11/15/2024 $83.00
100-03-5120 FREUND & SON INC, S H 11/15/2024 $9,214.00
620-00-8300 IMPERIAL SURVEILLANCE 11/15/2024 $596.10
100-22-8300 JOE CSECH PAINTING 11/15/2024 $6,169.75
510-32-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $388.95
510-35-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $285.39
510-31-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $162.40
510-32-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $62.73
510-35-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $139.43
510-31-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $223.98
510-32-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $86.51
510-35-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $192.29
510-32-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $582.18
510-35-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $427.17
510-31-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $233.60
510-32-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $90.22
510-35-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $200.53
100-33-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $1,303.99
100-45-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $151.90
100-03-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $118.38
100-22-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $1,901.26
100-33-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $168.16
100-45-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $289.68
100-03-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $163.25
100-22-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $2,622.09
100-33-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $231.91
100-45-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $399.50
100-33-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $1,951.80
100-45-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $227.36
100-03-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $170.26
100-22-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $2,734.56
100-33-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $241.86
100-45-6250 MANSFIELD OIL COMPANY OF GAINESVILLE, INC11/15/2024 $416.64
100-01-6940 SECRETARY OF STATE / DEPT OF POLICE 11/15/2024 $151.00
100-03-6110 STAPLES 11/15/2024 $125.95
100-03-6210 STAPLES 11/15/2024 $83.92
100-22-6210 AMAZON CAPITAL SERVICES 11/21/2024 $220.39
100-23-4510 AMAZON CAPITAL SERVICES 11/21/2024 $131.94
620-00-6110 AMAZON CAPITAL SERVICES 11/21/2024 $160.96
620-00-6270 AMAZON CAPITAL SERVICES 11/21/2024 $1,047.01
620-00-8300 AMAZON CAPITAL SERVICES 11/21/2024 $449.52
100-41-6210 AMAZON CAPITAL SERVICES 11/21/2024 $43.33
100-45-6110 AMAZON CAPITAL SERVICES 11/21/2024 $184.92
100-46-6110 AMAZON CAPITAL SERVICES 11/21/2024 $111.48
100-46-6920 AMAZON CAPITAL SERVICES 11/21/2024 -$57.72
100-46-6920 AMAZON CAPITAL SERVICES 11/21/2024 $164.83
400-00-6111 AMAZON CAPITAL SERVICES 11/21/2024 $63.89
100-01-6110 CABAY & COMPANY INC 11/21/2024 $1,970.50
42
100-45-6110 CABAY & COMPANY INC 11/21/2024 $347.00
100-03-5120 CINTAS CORPORATION LOC 355 11/21/2024 $98.40
100-33-4510 CINTAS CORPORATION LOC 355 11/21/2024 $111.10
100-33-5115 CINTAS CORPORATION LOC 355 11/21/2024 $63.90
510-32-4510 CINTAS CORPORATION LOC 355 11/21/2024 $440.24
100-01-6940 MCHENRY COUNTY RECORDER OF DEEDS 11/21/2024 $124.00
510-32-6940 MCHENRY COUNTY RECORDER OF DEEDS 11/21/2024 $248.00
100-03-5370 NAPA AUTO PARTS MPEC 11/21/2024 $7.93
100-22-5370 NAPA AUTO PARTS MPEC 11/21/2024 $1,348.60
100-33-5370 NAPA AUTO PARTS MPEC 11/21/2024 $1,606.90
510-32-5380 NAPA AUTO PARTS MPEC 11/21/2024 $489.85
100-04-5310 PITNEY BOWES INC 11/21/2024 $463.73
100-42-6110 SAM'S CLUB 11/21/2024 $98.66
400-00-6110 SAM'S CLUB 11/21/2024 $37.98
100-01-6940 SECRETARY OF STATE 11/20/2024 $151.00
100-01-6940 SECRETARY OF STATE 11/21/2024 $151.00
100-45-6110 SHERWIN-WILLIAMS CO, THE 11/21/2024 $540.99
100-45-6110 SHERWIN-WILLIAMS CO, THE 11/21/2024 $770.70
440-00-8900 TONYAN, GARY 11/21/2024 $1,500.00
300-00-7100 UMB BANK 11/21/2024 $520,000.00
300-00-7200 UMB BANK 11/21/2024 $32,013.13
510-31-5310 UPS 11/20/2024 $27.92
100-22-5310 UPS 11/21/2024 $20.01
620-00-5110 US BANK EQUIPMENT FINANCE 11/21/2024 $598.56
510-32-6110 AMAZON CAPITAL SERVICES 11/27/2024 $51.98
100-03-6110 AMAZON CAPITAL SERVICES 12/02/2024 $821.73
100-45-6110 AMAZON CAPITAL SERVICES 12/02/2024 $67.96
100-06-5110 BLUDOT TECHNOLOGIES, INC 11/27/2024 $8,000.00
100-46-6920 BRESLIN, MICHAEL 11/27/2024 $80.00
510-32-5380 GASVODA & ASSOCIATES INC 11/27/2024 $1,810.97
100-22-5410 MCHENRY COUNTY JUVENILE OFFICERS ASSN 11/27/2024 $20.00
100-41-5310 POSTMASTER MCHENRY IL 11/27/2024 $650.00
TOTAL: $673,026.95
43
City of McHenry
333 S Green Street
McHenry, Illinois 60050
Phone: (815) 363-2100
Fax: (815) 363-2119
cityofmchenry.org
The 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 ITEM
DATE: December 16, 2024
TO: City Council
FROM: Deputy City Clerk Monte Johnson
RE: Treehouse Liquor License
AGENDA ITEM SUMMARY:
The Treehouse Play Café is coming to the City of McHenry at 2328 N Richmond Road, which is in
the middle of the strip mall between Kohl’s and Aldi. The owners of the business met with
Mayor Jett, Administrator Ostrovsky, Chief Birk and Deputy Clerk Johnson. Their business plan
was discussed in detail. It would benefit the owners and their customers for them to obtain a
limited liquor license, and drinks would be consumed in their café area.
The Treehouse Play Café currently operates in Lake Zurich, where they also have a liquor
license. The license allows them to serve limited alcohol, including mimosas and holiday
cocktails. A sample menu from the Lake Zurich location is included. For more details on the
Treehouse Play Café, please visit their website at: https://www.thetreehouseplaycafe.com/
A new liquor license is being proposed to limit the hours of consumption. An A-1 Limited Full
Bar license would allow them to serve more than beer and wine so they would be able to make
their mimosas and holiday cocktail drinks. Proposed hours for the A-1 license are 9:00 a.m.
until 10:00 p.m., which would ensure that the business model would not change to a full bar.
Although the business generally closes at 5:00 p.m. during the week and 6:00 p.m. on the
weekends, the 10:00 p.m. hours would allow them to have private rentals outside of their
regular business hours.
RECOMMENDATION:
A motion to approve a Class A-1 liquor license to Treehouse Ventures McHenry LLC,
located at 2328 N Richmond Road, and to pass an Ordinance Amending Sections 4-2-6 and
4-2-14 Regarding Alcoholic Liquor License Classifications and Hours of the McHenry City
Code
44
About The Treehouse:
The Treehouse opened in Lake Zurich in 2008 under previous ownership and operated until 2020
when COVID mandates shut it down. In 2022, we acquired The Treehouse, gave it a refresh, and
added our personal touch. After two great years and being voted the #1 indoor playground in
Chicagoland, we were contacted by the Village of McHenry, told we’re being asked for by name, and
here we are today opening our second location in this incredible town!
As you’ll see online, we’re a place where “kids can play, and adults can relax”. To do that, we blend
kids’ entertainment and adult comfort (clean, inviting atmosphere, good food and alcohol , and
comfortable seating). We pride ourselves in being the cleanest kids play space around and take our
customer service seriously. Take a minute and check out our Google reviews – many reviews
reference three things: our décor, accommodating and friendly staff, and cleanliness. We’re busy
when the weather is bad (cold, snow, rain) October – April while May-September is our slower
season.
About the owners:
We’re the Fergusons (Alison and Mike) and are a family-run business that genuinely cares about our
staff, the well-being of our business, and the happiness of our customers. We have 3 kids; Duke 8,
Hank 6, Eden 5 and have lived in northern Lake County our entire lives. Alison spent a decade as an
elementary teacher before leaving teaching for The Treehouse. Mike has done pretty much
everything, but most recently spent the last decade consulting for American Express and Visa but is
now all-in on The Treehouse. McHenry is our second location, but we’d like to expand which would
lead to further growth opportunities for our staff and surrounding communities! We are community
advocates – we regularly support local charity events, host fundraising events and have just
renewed our sponsorship with Lake Zurich’s District 95 Education Foundation.
Alcohol
As parents of three children and hard-working small business owners, we get very little time to relax
so we’ve set up The Treehouse to be a place adults enjoy spending a couple hours of their time.
Being busy, sometimes the last thing we want to do is spend 2 hours at a kids birthday party when
you could be feet up, enjoying a drink and watching your favorite show. Thankfully, we provide that.
People don’t come to The Treehouse just to enjoy a drink; they’re primary reason for visiting is for
the kids, but we’re often chosen because of the combination of factors – alcohol is just one of
them, although a key factor. Furthermore, given the overall environment (a room full of loud kids)
most people visit for 60-120 minutes and during that time aren’t in a position to be overserved.
We’ve found that most people, should they even decide to drink, will enjoy one, maybe two drinks.
This happens when they’re catching up with someone at a birthday party or if they’re walk-ins, while
they relax on a couch and watch their kids play.
45
In Q1 and Q2, gross alcohol sales accounted for 5.66% of our sales. Financially, this number is
small because we aren’t a business founded on direct alcohol sales, however, our liquor license is
a key part in The Treehouse being 89.7% booked for parties during this same period. All staff are
required to be Basset certified, and there is always a manager on duty and we’ve never had to cut
anyone off.
All in all, we are a safe place where families come to enjoy themselves. We ask that given the
importance of this license to our business, our ability to maintain a safe environment, the value of
providing a space where adults also get to enjoy themselves, and our commitment to being a long-
standing member of the McHenry community, we ask that you grant us this license. Lake Zurich’s
liquor commissioner, Michael Duebner, has offered to be a reference for us in McHenry.
The voice of our customers – Reviews (4.8 stars)
With alcohol reference:
• “Perfect place for my daughter's 4th birthday! Very clean, friendly staff, fantastic
communication, great food and drinks! Kids all had a blast! The open room layout is great and
allows you to keep an eye on the kids while having uninterrupted conversation with the parents.
Parents can enjoy themselves as well with the delicious adult beverages they offer :) Deflnitely
recommend this place!” – Teresa M
• “Recently had my twin girl’s 3rd birthday party here and can’t recommend enough! The party
package price was so reasonable, and the decoration and food were amazing. We had more
adult guests than children guests and almost every adult commented on how delicious their
panini platters were. Also, the fact that they serve alcohol is bonus point for parents. 100%
recommend to any parents who are looking for birthday party to host.” – Seul O
• “Best place for a kid’s party! Hang out and enjoy a drink while the kids play. Pizza arrives halfway
through the party, and you enjoy desserts/appetizers anytime you decide. They are so
accommodating, and the food is amazing! The facility is so clean, and the kids had a blast.
Thank you, Treehouse, for the perfect birthday experience!” – Sarah F
• “This was by far the best place we could have had our daughter’s party! Perfect for a wide range
of ages and always has events going on at special times of the year. Our daughter loved it so
much that she speciflcally requested the Treehouse Play Cafe months ago and never once
changed her mind. Little did we know how stress-free the process would be to have it there.
They take care of everything - ordering the food, drinks, cutlery, plates, etc. AND the decor is
incredible! Built in photo booths basically! Plus, the staff is extremely friendly, kind and
supportive. Our family went through a very difficult and stressful time leading up to our
daughter’s 3rd birthday party. Several members of our family died suddenly, and this made it
tricky to conflrm details. They followed up with us and were so understanding. Our daughter had
a blast and so did all her friends. They made sure this was the easiest party we have ever
thrown. Not to mention, several parents (including us!) enjoyed the alcoholic beverages
46
available! We love this space and appreciate the people who keep it afioat. Thank you for
helping us make some incredibly precious memories!” – Kate B
Without alcohol referenced
• “My kids love the Treehouse. It’s always clean, the people that work there are so friendly, and it’s
the perfect place to take the kids if you actually want to sit back and relax. You can see the kids
the whole time, which I appreciate. It’s also a great place to have a birthday party. No mess to
clean up, they take care of all the food, and the parents can actually enjoy themselves.” – Jill P
• “We had the BEST time for our daughter’s birthday! The treehouse is super clean, on top of
everything & it’s just overall a great play place for parties! I’ve had my kids’ birthday parties at a
lot of places, this is by far my favorite!
Bonus is their awesome coffee bar for the parties ” – Diana M
• “We held my sons second birthday party at Treehouse Cafe and I don't have enough good words
for how wonderful the experience was! Not only is the facility so bright and clean, but the staff
are amazing and went above and beyond to make sure our guests were happy. All of our friends
and family have been sharing how fun it was and what a great place for a party. If you are
considering booking, just do it...you won't be disappointed!” – Jaclyn M
• I cannot recommend this place enough, especially for parties! They made everything so
ridiculously easy all we had to do was show up with our dessert. They made recommendations
for desserts, decor, food, etc.! Jack and the gang took the best care of us and everyone we were
with said they wanted to have their next party there! So fun and easy and we just got to enjoy
ourselves. – Amanda M
47
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50
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52
53
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1VIcHenr
License Classification
Application Date*
11/6/2024
License Type*
A Class"D"(Special EvenP'license has a separate application
A B C
E F G
H
Liccnsc Classifications-Link to classificarions list in the City Code
Catering Endorsement?
Permits the service of alcoholic liquors for consumption,either on-site or off-site,whether the location is licensed or unlicensed,as an incidental part of
food service.Prepared meals and alcoholic liquors are sold at a package price agreed upon under contract.
No
Yes
300 additional fee for Catering Endorsement
N ew/Transfer*
New Business Transfer of License
Applicant Business
Name of Business*
Treehouse Ventures McHenry LLC
Name on License
Name to appear on liquor license(if different than above).
Address*
2328 N. Richmond Rd. McHenry IL 60051
Phone*
Email*
fun@thetreehouseplaycafe.com
Type of Business*
Sole Proprietor Partnership LLC or Corporation
Principal Business Type*
Bar Restaurant
Retail Store Hotel
Gas Station Gaming Parlor
Other Indoor playground and cafe
57
Video Gaming*
Do you intend to apply for video gaming?
No Yes
A separate application will need to be filled out for video gaming. The issuance of a qualified liquor license in the City of
McHenry does not guarantee that a video gaming license will be issued.
State of Filing
List state of filing for LLC,Corporation,Partnership and Sole Proprietor
IL
Alcohol Sale Length
How long has the business been in the business of selling alcohol7 List date.
Zoning
What Zoning Classification is the business property?
Business Location History
Date
Date on which the business opened or will open at the above Business Location
1/1/2025
Property Ownership
Is the property at which the applicant business is located owned or lesed by the applicant?
Owned Leased
List the property owner information for the leased property.
A copy of the property lease agreement must also be submitted. If the property is owned by a land trust,trustee must file
affidavit disclosing names and addresses of all beneficial owners and percentage of interest.
Person or Business Name
Borekci Real Estate, LLC
Address
1420 Techny Road Northbrook, Illinois 60062
Phone Number
1-773- 988-1271
Email
doruk@borekci.com
Location Qualifications*
Is the location of the applican'ts business for which the license is sought within one hundred feet of any church,schook,hospital,funeral home, home for
aged or indigent persons or for veterands and their families or any military or naval station?
No Yes
Parking
How many private property parking spaces are associated with the business location?
Business Agent
An agent is the authorized representative of the Licensee who has supervisory authority over all employees of the license
premises.An agent may be an owner, partner, member,or designated manager.
58
Full Name*
Alison Ferguson
Date of Birth*
Home Address*
Street Address,City,Zip
Phone*
Email*
Business History
History*
Have the applicant(s)(including all 5%or higher owners),corporation,LLC,or partnership ever engaged in the business or sale of alcoholic liquor at any
other location?
No
Yes
Business History Information
For a large history,documents can be uploaded in lieu of filling out the fields
Name of Person or Business
Treehouse Ventures Lake Zurich LLC
D/B/A Name
The Treehouse Play Cafe
Address
985 S. Rand Rd. Lake Zurich IL 60047
Property or Businessses in McHenry
Do you own any other business or property in the City of McHenry
No
Yes
Business Licensing and Filing Identification
ROT#
ApplicanYs Retailer's Occupation tax(ROT)Registration Number
Delinquency*
Has applicant been delinquent in the payment of the Retailer's Occupational Tax(Sales Tax)?
No Yes
Background Questionnaire
59
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?
Yes No
Will you maintain the entire premises in a safe,clean and sanitary manner free from conditions,which might cause
accidents?
Yes No
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 No
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 No
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 any violation of any law pertaining to alcoholic liquors?
Liquor Violations?*
Yes No
Felony/Misdemeanor?*
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 No
Will you and all your employees refuse to serve or sell alcoholic liquor to an intoxicated person or to a minor?
Yes No
Has any owner(s)or member(s)of a Partnership been issued a federal gaming devise stamp or a federal wagering stamp
by the federal government for the current tax period? If a Corporation, has any officer, manager,or director thereof;or,
any stockholder owning in the aggregate more than twenty(20)percent of the stock, been issued a federal wagering
devise stamp or a federal wagering stamp by the federal government for the current tax period?
Federal Gaming/Wagering Stamp*
Yes No
Have you,or any partner,or owner of 5%or more shares of the business or Agent, ever had a liquor license revoked or
suspended?
60
Suspension*
Yes No
Liqour Suspension Information
For a large number of suspensions,a separate document may be submitted in lieu of filling out the boxes below.
Name
Date and Location of Offense
Is any individual who is directly or indirectly interested in applicanYs place of business,a law-enforcing official or elected
public official (mayor,alderman, and member of any City commission,committee or board)?
Official or Officer*
Yes No
Public Official or Officer Information
Name
Address
Phone
Have you ever been convicted of a gambling offense(if a partnership or corporation, include all partners, owners of 5°/o or
more shares of the corporation and the local manager)?
Gambling Offense
Yes No
Ownership Records
A List of all owners, partners,stock holders and members must be listed below. In lieu of filling out multiple boxes,
additional supporting paperwork may be submitted.
Owner Information
Name
Alison Ferguson
Date of Birth
Address
Street Address,City,Zip
Phone
61
Email
Percentage of Ownership
100
File Upload
Upload supporting documents,certificate of insurance,etc
Lease-Treehouse Ventures LLC(dba The Tree House Play Cafe)
651.05KB
execution version)4876-3006-3817 v. .pdf
I,the undersigned, being first duly sworn,deposes and says that I(we),have read the above and foregoing
Application,caused the answers to be provided thereto and all of the information given on said Application to be
true and correct,and consent to investigation and background check by the Local Liquor Control Commissioner
or his designee and agree to comply with all City Ordinances and the rules stated on this application.
Signature of Authorized Agent of Corporation
Jr'i/l t ir'r'i/
Acknowledgement*
I understand that checking this box constitutes a legal signature and confirms that I have filled out this form to the
best of my ability.
Date*
11/6/2024
62
ORDINANCE NO. 24-
Amending Sections 4-2-6 and 4-2-14 Regarding Alcoholic Liquor License Classifications and
Hours of the McHenry City Code
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.
NOW, THEREFORE BE IT ORDAINED by the City Council of the City of
McHenry, McHenry County, Illinois, as follows:
SECTION 1: Section 4-2-6, subsection D, of the Municipal Code relating to liquor
license classifications, shall be amended as follows:
The following Subsections shall be renumbered as follows:
4-2-6, Subsection D.2 (Class B Service), shall be renumbered to 4-2-6, Subsection D.3
4-2-6, Subsection D.3 (Class C Packaged Retail), shall be renumbered to 4-2-6, Subsection
D.4
4-2-6, Subsection D.4 (Class D Special Event), shall be renumbered to 4-2-6, Subsection D.5
4-2-6, Subsection D.5 (Class E BYOA), shall be renumbered to 4-2-6, Subsection D.6
SECTION 2: Section 4-2-6, subsection D.2., of the Municipal Code relating to
liquor license classifications, shall be amended as follows to create a new liquor license class:
4-2-6, Subsection D.2. Class A-1 (Limited Full Bar) License: Issuance of a Class A-1 license
shall authorize the sale of alcoholic liquor for consumption on the premises. The annual fee for
such licenses shall be one thousand dollars ($1,000). No more than one (1) Class A-1 license
shall be in force in the City at any time.
SECTION 3: Section 4-2-14, subsection E, of the Municipal Code relating to liquor
license closing hours, shall be amended as follows:
The following Subsections shall be renumbered as follows:
4-2-14, Subsection E.1.b. Class B Licenses, shall be renumbered to 4-2-14, Subsection E.1.c.
4-2-14, Subsection E.1.c. Class C Licenses, shall be renumbered to 4-2-14, Subsection E.1.d.
4-2-14, Subsection E.1.d. Class D and E Licenses, shall be renumbered to 4-2-14, Subsection
E.1.e.
4-2-14, Subsection E.1.e. Class F Licenses, shall be renumbered to 4-2-14, Subsection E.1.f.
4-2-14, Subsection E.1.f. Class G Licenses, shall be renumbered to 4-2-14, Subsection E.1.g.
4-2-14, Subsection E.1.g. Class H Licenses, shall be renumbered to 4-2-14, Subsection E.1.h.
63
SECTION 4: Section 4-2-14, subsection E.1.b, shall be amended as follows:
4-2-14, Subsection E.1.b. Class A-1 Licenses: Between the hours of ten o’clock (10:00) P.M.
and nine o’clock (9:00) A.M. any day of the week.
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 effect, impair, invalidate or nullify the remainder thereof, which remainder
shall remain and continue in full force and effect.
SECTION 6: All ordinances, or parts thereof, in conflict herewith are hereby repealed
to the extent of such conflict.
SECTION 7: This ordinance shall be published in pamphlet form by and under the
authority of the corporate authorities of the City of McHenry, Illinois.
SECTION 8: This ordinance shall be in full force and effect from and after its
passage, approval and publication, as provided by law.
Passed this 16th day of December, 2024.
Ayes Nays Absent Abstain
Alderwoman Bassi ____ _____ _____ _____
Alderman Davis ____ _____ _____ _____
Alderman Glab ____ _____ _____ _____
Alderman Koch ____ _____ _____ _____
Alderman McClatchey ____ _____ _____ _____
Alderwoman Miller ____ _____ _____ _____
Alderman Santi ____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Monte Johnson, Deputy City Clerk
64
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.cityofmchenry.org
AGENDA SUPPLEMENT
TO: Mayor and City Council
FOR: December 16, 2024 City Council Meeting
FROM: Cody Sheriff, City Planner
RE: Ordinance Authorizing the Execution of an Annexation Agreement for a 122.477-
Acre Property Located at the Southeast Corner of Chapel Hill Road and IL State
Route 120, in McHenry County, Illinois
Ordinance Annexing Approximately 122.477 acres commonly known as 2011 W
IL-120, in McHenry County, Illinois
Ordinance Granting a Preliminary Plat of Subdivision, Zoning Map Amendment,
and Preliminary Plan Approval for a Conditional Use Permit for the Redwood
Planned Unit Development Located at the Southeast Corner of Chapel Hill Road
and IL State Route 120, in the City of McHenry, McHenry County, Illinois.
ATT:
1. Planning and Zoning Commission Minutes dated August 16, 2023
2. Ordinance Authorizing the Execution of an Annexation Agreement for a 122.477-Acre
Property Located at the Southeast Corner of Chapel Hill Road and IL State Route 120, in
McHenry County, Illinois
3. Ordinance Annexing Approximately 122.477 acres commonly known as 2011 W IL-120, in
McHenry County, Illinois
4. Ordinance Granting a Preliminary Plat of Subdivision, Zoning Map Amendment, and
Preliminary Plan Approval for a Conditional Use Permit for the Redwood Planned Unit
Development Located at the Southeast Corner of Chapel Hill Road and IL State Route 120,
in the City of McHenry, McHenry County, Illinois.
5. Staff Engineer’s Memorandum Dated October 22, 2024.
65
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.cityofmchenry.org
6. Planning & Zoning Commission Staff Report & Petitioner’s Application Packet
AGENDA ITEM SUMMARY:
Redwood USA LLC., is seeking approval of an Annexation Agreement to allow the construction
of a 177-unit, market-rate, rental, townhome Planned Unit Development located near the
southeast corner of Chapel Hill Road and IL-120. Approval of the annexation agreement would
entitle the property owner with the following zoning approvals:
1. Preliminary Plat of Subdivision
2. Zoning Map Amendment to RM-1 Low Density Multifamily Residential District
3. Preliminary Plan Approval for a Conditional Use Permit for a 177-unit market-rate,
rental, townhome Planned Unit Development.
Also included in the annexation agreement are: 1) provisions for a reduction in impact fees
based on actual water usage data supplied by the developer; 2) provisions for the construction
of offsite/oversized utilities that will enable future growth within the area; 3) provisions for the
construction of a public roadway; and 4) the City’s agreement to enter into a future recapture
agreement with the developer for the construction of said oversized, offsite, public
improvements. The developer will need to return to City Council for Final Plan and Plat of
Subdivision Approval prior to construction.
PLANNING & ZONING COMMISSION DISCUSSION AND RECOMMENDATION:
A public hearing for the request was held on August 16, 2023. There were no objectors present
from the public. The P&Z Commission was unanimously in favor of the request and commented
that it was a unique concept and should work well in McHenry for the targeted demographic.
BACKGROUND & STAFF ANALYSIS:
The annexation involves the entire 122.477-acre parcel of land extending from IL-120 to
Moraine Hills State Park. Annexation of the property would allow the City control over 3 of the 4
corners of the intersection of IL-120 and Chapel Hill Road. Annexation would also provide
contiguity with the McHenry Community School District 156 parcel to the west, which could
potentially annex into the City in the future, providing access to one of the few planned full-
access intersections on Chapell Hill Road.
The developer is currently under contract to purchase a 27.4-acre portion of the property, with
the remaining 93.9 acres under ownership of the current property owner. City Staff was
66
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.cityofmchenry.org
involved in negotiations with Redwood who was simultaneously negotiating various provisions
for the extension of utilities with the current property owner. Sometime after the developer
received approval from the Planning & Zoning Commission, contract negotiations with the
property owner stalled for almost a year. In recent months, the developer was able to reconcile
various aspects of the project and provisions for the extension of offsite utilities with the
property owner.
Additionally, Staff have negotiated provisions for the extension and connection of the access
road from Chapel Hill Road to the access road on IL-120 to prevent a potential deterrent to
development within the remainder of the project area. The developer originally proposed an
access easement but has now agreed to dedicate right of way for the construction of a public
circulation road. The developer will still need to receive approval from the McHenry County
Division of Transportation for their access off Chapel Hill Road and from the Illinois Department
of Transportation for access off IL-120.
The developer will also be required to extend and upsize City water and sanitary sewer currently
located on the southwest corner of the intersection of IL-120 and Chapel Hill Road to the
Redwood site. As part of the dedication and extension/oversizing of utilities, the developer is
requesting the City agree to a future Recapture Agreement to partially recover some of their
costs. The City has agreed to similar recapture agreements in the past for projects such as
Liberty Trails Subdivision.
The developer is also requesting an approximate 19% ($168,742.95) reduction in water and
sanitary sewer impact fees based on actual usage. Similar to past agreements, the City has a
built in a financial safety net that requires the developer to pay for any additional water usage in
excess of the agreed upon amount.
TOTAL WATER AND SEWER IMPACT FEE REVENUE
CURRENT IMPACT FEE PROPOSED IMPACT FEE
Unit Type
Number of
Units
Fee Per
Unit Total Fee
Fee Per
Unit Total Fee
2-
Bedroom 177 $4,969.00 $879,513.00 $4,015.65 $710,770.05
Tota l $879,513.00 $710,770.05
Note: See Staff Engineer’s memorandum dated 10-22-24 for additional information
67
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.cityofmchenry.org
If the City Council concurs, it is recommended that the attached ordinance(s) be approved:
1) Ordinance authorizing the execution of an Annexation Agreement for a 122.477-acre
property located at the southeast corner of Chapel Hill Road and IL State Route 120, in
McHenry County, Illinois. (Mayor & City Council Vote, (6/8) Super-Majority)
2) Ordinance Annexing Approximately 122.477 acres commonly known as 2011 W IL-120,
in McHenry County, Illinois. (Mayor & City Council Vote, (5/8) Simple-Majority)
3) Ordinance Granting a Preliminary Plat of Subdivision, Zoning Map Amendment, and
Preliminary Plan Approval for a Conditional Use Permit for the Redwood Planned Unit
Development Located at the Southeast Corner of Chapel Hill Road and IL State Route
120, in the City of McHenry, McHenry County, Illinois. (City Council Vote, (4/7) Simple-
Majority)
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Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.cityofmchenry.org
Approved Planning & Zoning Commission Meeting Minutes August 16, 2023
File No. Z-2023-13
Petitioner: Redwood USA, LLC., of 7007 East Pleasant Valley Road, Independence, Ohio
Zoning Map Amendment to RM-1 Low Density Multi-Family Residential District, Preliminary Plat
of Subdivision, and Conditional Use Permit for a 180-Unit Townhome Preliminary Planned Unit
Development on a 27.52-acre property located near the southeast corner of the intersection of
IL-120 and Chapel Hill Road and commonly known as 2011 W IL Route 120
Chairwoman Rockweiler opened the file at 5:32 p.m. Planner Sheriff explained that the
petitioner has meet all public notice requirements. The petitioners have been to a City Council
meeting to show this as a conceptual presentation. Council had no concerns at the time.
Absence of park space was a small concern, but given that a large percentage of the expected
residents would be seniors, Council did not object to the proposal. Paul DeKruiff from Redwood
shoed the proposal on the screens. They showed the eight core values of Redwood. He
explained that they build single-story townhomes for rent. They are two bedroom, two
bathroom units that are handicap accessible. They currently have over 150 sites with about
16,000 homes and over 600 employees. They offer a high level of service for empty nesters and
young professionals who want a neighborhood feel without the need to worry about
maintenance.
Commissioner Bremer asked about a transportation study or stop light requirements. Mr.
DeKruiff explained that they have already been working with IDOT and McDOT on
transportation requirements. There would be a right-in and right-out only on Chapel Hill Road.
IDOT has been working with them to obtain full access at Route 120. The traffic study has
already been completed.
Chairwoman Rockweiler opened the public hearing at 5:53 p.m. With nobody wanting to speak,
she closed the public hearing at 5:53 p.m. Commissioner Locke believes that this is a unique
concept and should work well for the targeted demographic. He already spoke with Planner
Sheriff and Director Polerecky about his concerns, and he is in favor of the development. All
other Commissioners were in agreement that this is a good project and had few concerns.
A motion was made by Commissioner Bremer and seconded by Commissioner Riley to
recommend approval of the petitioner’s request for a Zoning Map Amendment upon
annexation to RM-1 Low Density Multi-Family Residential District for the Subject Property, and
by making said motion, agree that the approval criteria for Zoning Map Amendments have been
met as outlined in the staff report. Roll Call Vote: 6-ayes: Commissioners Bremer, Rockweiler,
Riley, Locke, Gleason, and Lehman. 0-nay; 0-abstained; 1-absent: Davis. Motion Carried.
69
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.cityofmchenry.org
A motion was made by Commissioner Lehman and seconded by Commissioner Bremer to
recommend approval of the petitioner’s request for preliminary plan approval for a conditional
use permit to allow a 180-unit, Townhome, Preliminary Unit Development
1. All Development on site shall be in substantial conformance with the submitted plans.
2. The Property Owner shall work with the City of McHenry, Illinois Department of
Transportation, and McHenry County Division of Transportation to resolve any access
conflicts.
3. Any changes to the approved plans resulting from recommendations by the Illinois
Department of Transportation or McHenry County Division of Transportation shall be
reviewed and approved at the discretion of the Zoning Administrator.
And by making said motion, I agree that the standards for Planned Unit Developments and
approval criteria for Conditional Uses have been met as outlined in the staff report. Roll Call
Vote: 6-ayes: Commissioners Bremer, Rockweiler, Riley, Locke, Gleason, and Lehman. 0-nay; 0-
abstained; 1-absent: Davis. Motion Carried.
A motion was made by Commissioner Gleason and seconded by Commissioner Lehman to
recommend approval of the petitioner’s request for a Preliminary Plat of Subdivision titled
Redwood of McHenry. Roll Call Vote: 6-ayes: Commissioners Bremer, Rockweiler, Riley, Locke,
Gleason, and Lehman. 0-nay; 0-abstained; 1-absent: Davis. Motion Carried.
Chairwoman Rockweiler closed file Z-2023-13 at 5:58 p.m.
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ORDINANCE NO 24-
ORDINANCE AUTHORIZING THE EXECUTION OF AN ANNEXATION AGREEMENT FOR A 122.477-
ACRE PROPERTY LOCATED AT THE SOUTHEAST CORNER OF CHAPEL HILL ROAD AND IL STATE
ROUTE 120, IN MCHENRY COUNTY, ILLINOIS
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as
contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the
passage of this Ordinance constitutes an exercise of the City's home rule powers and functions as
granted in the Constitution of the State of Illinois; and
WHEREAS, Chicago Title Land Trust as trustee under Trust A7704124806 is the record title
holder of the real estate ("Record Owner") located at the southeast corner of Chapel Hill Road
and IL State Route 120, in McHenry County, Illinois, being more particularly described on attached
“Exhibit A” (the "Property"); and
WHEREAS, notice of a public hearing was published in the Northwest Herald, a newspaper
of general circulation in the City of McHenry, within the time provided by law, notifying the public
of a hearing on said Annexation Agreement before the Corporate Authorities of the City of
McHenry; and
WHEREAS, the Corporate Authorities of the City of McHenry have held the public hearing
as required by law and have found that entry into said Annexation Agreement is in the best
interest of the City.
NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF
MCHENRY, MCHENRY COUNTY, ILLINOIS AS FOLLOWS:
SECTION 1: The Annexation Agreement, bearing the date of December 16, 2024 between
the City of McHenry, a Municipal Corporation in the State of Illinois and the Record Owner be and
the same is hereby approved. A complete and accurate copy of said annexation agreement
labeled "The McHenry Southeast Corner of Route 120/Chapel Hill Road Annexation Agreement
Consisting Of 122.477 Acres,” is attached to this ordinance and incorporated herein by reference
as “Exhibit B.”
SECTION 2: The Mayor and City Clerk are hereby authorized to affix their signatures as
Mayor and City Clerk to said Annexation Agreement for the uses and purposes therein set forth.
SECTION 3: All Ordinances or parts thereof in conflict with the terms and provisions
hereof are hereby repealed to the extent of such conflict.
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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 by law.
Passed this 16th day of December, 2024.
Ayes Nays Absent Abstain
Alderwoman Bassi _____ _____ _____ _____
Alderman Davis _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Koch _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
Mayor Jett _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Trisha Ramel, City Clerk
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“Exhibit A”
The Property
THAT PART OF THE WEST 1631.52 FEET OF THE WEST 1/2 OF SECTION 31, TOWNSHIP 45 NORTH, RANGE
9 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT OF INTERSECTION OF THE WEST LINE OF THE WEST 1631.52 FEET OF THE WEST
1/2 OF SAID SECTION 31 AND THE CENTER LINE OF A PUBLIC HIGHWAY RUNNING IN A NORTHWESTERLY
AND SOUTHEASTERLY DIRECTION AND COMMONLY KNOWN AS STATE ROUTE 120; THENCE
SOUTHEASTERLY ON THE CENTER LINE OF SAID STATE ROUTE 120 AND BEING ON A CURVE CONVEX
NORTHWESTERLY AND HAVING A RADIUS OF 28650 FEET FOR A DISTANCE OF 297.71 FEET TO A POINT
OF TANGENCY; THENCE SOUTHEASTERLY ON SAID CENTER LINE AND TANGENT TO THE LAST DESCRIBED
CURVE, AT THE LAST DESCRIBED POINT, FOR A DISTANCE OF 10.55 FEET TO A POINT OF CURVE IN SAID
CENTER LINE; THENCE SOUTHEASTERLY ON SAID CENTER LINE AND BEING ON A CURVE, CONVEX
NORTHEASTERLY AND HAVING A RADIUS OF 1243.20 FEET FOR A DISTANCE OF 350.53 FEET TO A POINT
OF TANGENCY IN SAID CENTER LINE; THENCE SOUTHEASTERLY ON SAID CENTER LINE AND TANGENT TO
THE LAST DESCRIBED CURVE, AT THE LAST DESCRIBED POINT, FOR A DISTANCE OF 378 FEET TO A POINT
WHICH IS 222.23 FEET NORTHWESTERLY FROM THE NORTHWEST CORNER OF A CERTAIN DEED
RECORDED IN THE RECORDER'S OFFICE OF MCHENRY COUNTY, ILLINOIS, AS DOCUMENT NUMBER
552643; THENCE SOUTHWESTERLY FOR A DISTANCE OF 462.61 FEET TO A POINT ON A LINE DRAWN 433
FEET SOUTHWESTERLY OF AND PARALLEL TO THE CENTER LINE OF SAID STATE ROUTE 120, SAID POINT
BEING 235 FEET NORTHWESTERLY FROM A POINT OF CURVE WHICH IS ON A RADIAL LINE FROM THE
POINT OF CURVE IN THE CENTER LINE OF SAID HIGHWAY; THENCE SOUTHEASTERLY PARALLEL TO SAID
CENTER LINE FOR A DISTANCE OF 235 FEET TO A PO INT OF CURVE; THENCE SOUTHEASTERLY ON A CURVE,
CONVEX SOUTHWESTERLY AND HAVING A RADIUS OF 5208.38 FEET FOR A DISTANCE OF 31.75 FEET TO A
POINT; THENCE SOUTH 34 DEGREES 22 MINUTES 04 SECONDS WEST FOR A DISTANCE OF 21.82 FET;
THENCE SOUTH 58 DEGREES 17 MINUTES 02 SECONDS EAST FOR A DISTANCE OF 785.97 FEET TO THE
MOST SOUTHERLY CORNER OF DOCUMENT NUMBER 456833 AND THE EAST LINE OF WEST 1631.52 FEET
OF THE WEST 1/2 OF SAID SECTION 31; THENCE SOUTH ON THE EAST LINE THEREOF 2833.46 FEET TO A
POINT ON THE SOUTH LINE OF PRAIRIE STREET, EXTENDED WEST, AS SHOWN ON THE PLAT OF KENTS
ACRES UNIT NO. 2, AS RECORDED IN THE RECORDER'S OFFICE OF MCHENRY COUNTY, ILLINOIS AS
DOCUMENT NUMBER 353790; THENCE WEST ON THE SOUTH LINE OF SAID PRAIRIE STREET, EXTENDED
WEST, FOR A DISTANCE OF 500 FEET TO A POINT; THENCE NORTH 0 DEGREES 44 MINUTES 00 SECONDS
EAST 400.00 FEET TO A POINT; THENCE NORTH 89 DEGREES 15 MINUTES 00 SECONDS WEST, 1133.93
FEET TO THE WEST LINE OF SAID SECTION 31 TO A PONT WHICH IS 826.25 FEET, DEED DISTANCE, FROM
THE SOUTHWEST CORNER OF SAID SECTION 31; THENCE NORTH ON SAID WEST LINE 3945.07 FEET TO
THE PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS;
EXCEPTING THEREFROM THOSE TRACTS OF LAND DESCRIBED IN THE DEEDS RECORDED AS DOCUMENT
NUMBERS 688871, 686427, 619486, 552643, 614942 AND 98R00048867;
AND EXCEPTING THAT PART OF THE LAND DEDICATED RIGHT OF WAY FOR PUBLIC ROAD PURPOSES BY
DEDICATION RECORDED FEBRUARY 3, 1923 AS DOCUMENT NUMBER 57768.
73
“Exhibit B”
The McHenry Southeast Corner Of Route 120/Chapel Hill Road Annexation Agreement
Consisting Of 122.477 Acres
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5
THE MCHENRY SOUTHEAST CORNER OF ROUTE 120/CHAPEL HILL ROAD ANNEXATION AGREEMENT
CONSISTING OF 122.477 ACRES
This Agreement made and entered into this 16th day of December, 2024 between Chicago Title Land
Trust as trustee under Trust A7704124806 (hereinafter referred to as "OWNER") and Redwood USA
LLC, on behalf of its successors, assigns, nominees, or successors-in-title (“CONTRACT BUYER”) and
the City of McHenry, a Municipal Corporation, in the County of McHenry, State of Illinois (hereinafter
referred to as "CITY").
RECITALS
A. The OWNER is the record titleholder to the real estate legally described on "Exhibit A" attached
hereto and made a part of this Agreement by reference, hereinafter referred to as the "SUBJECT
PROPERTY".
B. The CONTRACT BUYER is under contract with the OWNER to purchase a portion of the SUBJECT
PROPERTY referred to herein as the REDWOOD PARCEL, defined below.
C. The OWNER filed with the City Clerk a Petition for Annexation of the SUBJECT PROPERTY to the CITY,
contingent upon the terms and provisions of this Agreement, which Petition has been filed in
accordance with 65 ILCS 5/7-1-8 and the ordinances of the CITY.
D. The SUBJECT PROPERTY is located at the southeast corner of North Chapel Hill Road and Route 120
and consists of approximately 122.477 acres.
E. The SUBJECT PROPERTY is currently not occupied, has no electors residing thereon, and is zoned
agricultural, pursuant to the McHenry County Zoning Ordinance. There are currently two (2)
existing buildings on the SUBJECT PROPERTY including: a 2-story frame residence, and a shed.
F. The SUBJECT PROPERTY consists of two (2) contiguous tracts of land (10-31-301-002 and 10-31-151-
030), which are not within the corporate boundaries of any municipality or subject to an
Annexation Agreement with any other municipality and is presently contiguous to the corporate
boundaries of the CITY.
G. The OWNER desires to annex the SUBJECT PROPERTY to the CITY in accordance with the terms of this
Agreement.
H. The CITY has determined that the annexation of the SUBJECT PROPERTY in accordance with the
terms of this Agreement is in the best interest of the CITY, will promote sound planning and
growth of the CITY, and otherwise enhance and promote the general welfare of the CITY and its
residents.
I. This Agreement is made pursuant to and in accordance with the provisions of 65 ILCS 5/11- 15.1-
1, et seq., of the Illinois Municipal Code.
J. Notice to the Fire Protection District, Public Library District or Township of the annexation of the
SUBJECT PROPERTY is not required.
K. Prior to the date of this Agreement, all public hearings were held upon proper notice and
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publication as required for the CITY to effect the terms of this Agreement.
NOW, THEREFORE, for and in consideration of their respective agreements set out herein, the CITY
and OWNER hereby agree as follows:
1. Annexation. Upon execution of this Agreement, the CITY shall enact an ordinance annexing the
SUBJECT PROPERTY. A copy of said ordinance, together with an accurate plat of the SUBJECT
PROPERTY, shall be filed with the County Clerk of McHenry County and recorded with the
Recorder of Deeds of McHenry County. This Agreement in its entirety, together with the aforesaid
Petition for Annexation, shall be null, void and of no force and effect unless the SUBJECT PROPERY is
zoned and classified as provided in this Agreement by the adoption of ordinances by the CITY
immediately following the adoption of the ordinance authorizing execution of this Agreement.
2. Zoning Classifications. Immediately following the annexation of the SUBJECT PROPERTY, the CITY
shall adopt an ordinance classifying approximately 27.52 acres within the SUBJECT PROPERTY, legally
described on the attached Exhibit B (the "REDWOOD PARCEL") as RM-1 Low Density Multi-Family
Residential District with a Planned Unit Development conditional use, pursuant to the Title 11 Land Use
Regulations, of the City Code of Ordinances. The remainder of the SUBJECT PROPERTY (“REMAINDER
PARCEL”) shall be classified as E-Estate District. Development of the REDWOOD PARCEL shall be in
accordance with the terms of this Agreement. Development within the REMAINDER PARCEL shall require
Amendment of this Agreement; provided, however, if the amendment affects only the REMAINDER
PARCEL then the current owner of the REMAINDER PARCEL shall be able to petition the CITY for such
amendment without the need or consent of the CONTRACT BUYER (except the foregoing shall not apply
with regard to any changes to Paragraph 11 regarding Reimbursement). The REDWOOD PARCEL will be
platted as one subdivision, with each lot being a separate phase of development. Development plans will
show all the phases of the development on the REDWOOD PARCEL in its entirety, complete with phase
lines clearly delineating on-site improvements per phase. State IEPA permits will be processed for each
development phase separately.
3. Development of the REDWOOD PARCEL. The REDWOOD PARCEL may be developed as a single-story
townhome neighborhood, non-owner occupied, pursuant to the following preliminary plans and
specifications (collectively referred to as “Preliminary Development Plans”), provided, however,
nothing in this Agreement shall obligate Contract Buyer to commence construction on the
REDWOOD PARCEL:
a. Redwood Material Sample Board dated 12-6-24;
b. Preliminary Plat of Subdivision - Prepared by Cemcon, Ltd., revised on 12-06-2024;
c. Preliminary Engineering Plan – Prepared by Cemcon, Ltd., revised on 12-06-2024,
d. Preliminary Stormwater Management Analysis and Report – Prepared by Cemcon, Ltd., revised on
08-02-2023,
e. Preliminary Landscape Plan – Prepared by CT Consultants, dated 08-17-2023 (No noted revisions)
and Redwood Landscape Standards 4.1 dated 5-24-2022;
f. Preliminary P.U.D. Plan – Prepared by Cemcon, Ltd., last revised on 08-07-2023;
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g. Report of Soils Exploration – Prepared by Testing Service Corporation, dated on 09-28-2022;
h. Tree Inventory Report – Prepared by Urban Forest Management, Inc. and dated 08-30-2023;
i. Overall Floor Plan – Prepared by MPG Architects, and dated 10-12-2022;
j. Negative Findings Wetland Delineation Report – Prepared by Midwest Ecological, and dated 10-06-
2022. Approval of these plans and specifications are subject to receiving final approval of the
Planned Unit Development from the City Council and further subject to receiving all required CITY
permits.
k. Offsite Construction Exhibit prepared by Cemcon dated 10-3-2024;
Final Development Plans shall be in substantial conformance with the Preliminary Development Plans. Any
future development on the REMAINDER PARCEL will not allow, nor will the CITY authorize, connectivity
through the private drive aisles to be located on the REDWOOD PARCEL.
4. Delay in Construction of the REDWOOD PARCEL Buildings. The CITY is aware new buildings may
not be constructed on the REDWOOD PARCEL for several years and will not revoke the approved
conditional use permit because of such delay in construction.
5. Assignability of Development Rights. The rights acquired by the CONTRACT BUYER by signing this
Agreement are conditional use permits specific to Redwood USA LLC and its successors, assigns,
nominees, or successors-in-title; provided, however, Redwood USA LLC may assign its rights
under this Agreement to a non-affiliate with the prior consent of the CITY COUNCIL, such consent
not to be unreasonably withheld.
6. Public Improvements. The CONTRACT BUYER agrees to construct, and, in accordance with the terms
and provisions of Paragraph 16 below, secure with letters of credit to be reviewed and approved at
the reasonable discretion of the City of McHenry Director of Public Works, the public improvements
identified in section 3 of this Agreement concurrently with the development of the REDWOOD PARCEL
or other agreed upon timeframe between the CONTRACT BUYER and the City of McHenry Director of
Public Works. Notwithstanding the foregoing, nothing herein shall be construed to obligate the
CONTRACT BUYER to commence development on the REDWOOD PARCEL.
7. Major and Minor Changes to Plans and Specifications. Any change or modification of the
Approved Plans and Specifications (Subsection 3a above) that is determined in the exclusive
discretion of the City Administrator, or his/her designee, to be minor may be approved
administratively by the City Administrator, or his/her designee, without the necessity of
amending this Agreement. Examples of minor amendments include, but are not limited to,
modifications made to access points and connectivity. Major amendments represent substantial
deviations from the Approved Plans and Specifications and may only be approved by the City
Council upon amendment of this Agreement. Major amendments shall be determined by the City
Administrator in his/her exclusive but reasonable discretion and shall include changes in uses,
density, and/or changes in the circulation system and changes in the following of greater than
10% (in each instance individually): floor space, lot coverage, height, setbacks, open space;
changes in the location of buildings, plantings, or parking.
8. Agricultural Uses. The City agrees that those portions of the Subject Property currently in an
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agricultural use may continue to be used for agricultural purposes, including crop farming and
that such uses may be continued as a legal nonconforming use in accordance with the ordinances
of the City.
9. Tree Survey and Preservation Plan. CONTRACT BUYER shall obtain a tree removal permit prior to
the removal of any trees on the REDWOOD PARCEL. OWNER shall obtain a tree removal permit
prior to the removal of any trees on the REMAINDER PARCEL, including if such tree removal
permit is in connection with any construction to be performed by or on behalf of CONTRACT
BUYER on the REMAINDER PARCEL (provided, however, any tree removal by or on behalf of
CONTRACT BUYER on the REMAINDER PARCEL shall be at the cost of CONTRACT BUYER). Any tree
removal and replacement on the SUBJECT PROPERTY shall be in accordance with the CITY's Tree
Preservation Ordinance. A tree survey shall be submitted prior the issuance of a tree removal
permit for the SUBJECT PROPERTY.
10. City Cooperation. The CITY agrees to assist and support in obtaining all necessary approvals and
permits from applicable governmental authorities, including, but not limited to, the McHenry
County DOT and IDOT. It shall be solely the CONTRACT BUYER’S obligation to obtain any
necessary permits and easements required for the development of the REDWOOD PARCEL.
11. Utilities.
a. The SUBJECT PROPERTY shall be developed with municipal sanitary sewer and water. The CITY
will service the development with water and sanitary sewer treatment facilities. Water and
sanitary treatment plant and main capacity will be made available to the development by the
CITY on the same basis as it is made available to other developments. The CITY agrees to
provide a sales tax exemption certificate for public-owned improvements.
b. The CITY acknowledges that there is currently potable water and sanitary sewer treatment plant
capacity available from the CITY to service the SUBJECT PROPERTY. The CITY acknowledges a
single source watermain connection for the SUBJECT PROPERTY and will make best efforts to
complete a second connection as surrounding development provides. The CITY acknowledges
that no off-site connections or loop will be required for the development of the REDWOOD
PARCEL. The CITY will allow a single sanitary and water service per building.
c. All new electricity, gas, telephone lines and any other utility or cable devices, lines, or conduits
necessary to service the SUBJECT PROPERTY shall be installed underground.
d. OWNER, or CONTRACT BUYER, as applicable, will work with the CITY and its franchisees for
dry utility routes; however, OWNER, or CONTRACT BUYER, as applicable, reserves the right to
have all public utilities direct buried on the roadway side of building(s), in common trenches.
12. Reimbursement Provision. In connection with development of the REDWOOD PARCEL, the CITY
and CONTRACT BUYER have agreed that CONTRACT BUYER would construct the following off-site
improvements in accordance with the preliminary plans, which benefit not only the SUBJECT
PROPERTY, but also other properties being or to be developed in the relevant service areas for
such improvements: 10” PVC sanitary sewer; 12" PVC watermain to provide fireflows for future
development (“Sewer and Water Improvements”) and a 34’ B-B residential collector road and
right-of-way from IL Route 120 to the Redwood Parcel (“Road Improvements”). In the event
CONTRACT BUYER makes the Sewer and Water Improvements and/or the Road Improvements,
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the CITY agrees to work with CONTRACT BUYER to draft and sign a reimbursement/recapture
agreement and the following provisions shall apply and be included, among other provisions, in
such agreement:
a. The properties which may reasonably be expected to benefit directly or indirectly from the
construction and installation of such Sewer and Water Improvements and/or Road
Improvements, have been determined by the CITY's Consulting Engineer and include PIN #
10-31-151-030 and 10-21-301-002 encompassing approximately 121.63 acres. ("Benefitted
Property").
b. The CITY shall endeavor to collect a pro rata sum of money from the owners of the Benefited
Property (but excluding any owner(s) of the REDWOOD PARCEL) upon connection to the
Sewer and Water Improvements and/or Road Improvements. The total sum subject to
reimbursement to the CONTRACT BUYER, as well as the pro rata sum to be collected from the
Benefited Property owners shall be determined by the CITY's Consulting Engineer taking into
account the following factors: construction and easement costs; professional fees; testing
and analysis fees; and legal and administrative expenses.
c. Subject to a non-appealable final court order directing CITY to act otherwise, the CITY shall
not issue any connection permits to the Benefitted Property Owner(s) until the Benefited
Property owner pays the reimbursement charge set forth in this paragraph.
d. The CITY will use its best effort to collect the cost provided herein from the Benefited Property
owners but shall not be liable to OWNER or CONTRACT BUYER, as applicable, if the CITY is,
for any reason, unable to collect said cost. The CITY's liability to reimburse OWNER or CONTRACT
BUYER, as applicable, shall be limited to payment from funds actually collected from Benefited
Property owners. The CITY will endeavor to reimburse CONTRACT BUYER in accordance with
the terms to be set forth in the Reimbursement/Recapture Agreement.
e. The CITY and CONTRACT BUYER reserve the right to, at any time during the term of this
Annexation Agreement, file the Reimbursement/Recapture Agreement with the McHenry
County Recorder of Deeds and notify the owners of the Benefited Property of the terms of
this reimbursement provision.
f. This reimbursement provision shall have a commencement date when the CITY Engineer
issues a letter indicating substantial completion of the public improvements which are the
subject of the Reimbursement/Recapture Agreement and full execution of a written
Reimbursement/Recapture Agreement between the CONTRACT BUYER and the CITY.
g. In the event OWNER develops the REMAINDER PARCEL, and in the course of such
development, the CITY requires that OWNER construct certain improvements which benefit
not only the REMAINDER PARCEL but additional properties, then the CITY agrees to work with
OWNER on a reimbursement/recapture agreement; provided, however, no such
reimbursement/recapture agreement will (i) be binding on the REDWOOD PARCEL or require
contribution/payment by CONTRACT BUYER, or (ii) modify OWNERS's reimbursement
obligations pursuant to any reimbursement/recapture agreement by the CITY and CONTRACT
BUYER with regard to improvements constructed by CONTRACT BUYER.
h. The CITY and CONTRACT BUYER agree the pro rata sum reimbursable costs associated with
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the design and construction of the Road Improvements shall be distributed based on gross
land area. The CONTRACT BUYER shall be responsible for 22.5% of the costs associated with
the design and construction of public Right-of-Way. The CONTRACT BUYER shall be eligible
for reimbursement from the Benefited Property owners for 77.5% of the costs associated
with the design and construction of public Right-of-Way.
i. The CITY and CONTRACT BUYER agree that the reimbursable costs associated with the design,
construction, and extension of Sewer and Water Improvements shall be based on the lineal
footage of lot frontage. The reimbursable amount to the CONTRACT BUYER for the Sewer
and Water Improvements will be formally stipulated in the recapture agreement.
j. The reimbursement/recapture agreement shall terminate 20 years after the date the CITY
approves the recapture agreement.
k. The reimbursement/recapture agreement shall include an interest rate of 3% annually.
13. Model Homes. A building permit for the buildings containing a model home may be obtained upon
(i) the placement of stone access road along the anticipated frontage of such building, and (ii) the
availability of a potable water supply to such building. Such potable water supply may be provided by
water truck or other temporary water facility. Certificates of occupancy for buildings constructed
pursuant to this Section 12 shall not be issued prior to the availability of a public water to such building.
14. Fees. The CONTRACT BUYER and the CITY hereby agree that, through December 31, 2030, the
CONTRACT BUYER shall only be obligated to pay to the CITY the fees as enumerated on EXHIBIT C
attached hereto and incorporated by this reference and such fees may be pre-paid at any time with
the following exception.
a. The CONTRACT BUYER has represented that the proposed 177 dwelling units will have an average
daily water use of 24,603 gallon per day. The Water and Sewer Capital Development Fees in
EXHIBIT C have been reduced based on the representation made by the CONTRACT BUYER. If
during the term of this agreement, the actual water use is determined by the City Administrator
to increase by more than 5% from 24,603 gallons per day, the Property Owner shall pay the CITY
an increased Water and Sewer Capital Development Fee based on the following formula: Revised
Fee = (Actual Water Use/24,603) x EXHIBIT C fee. The average daily water use shall be based on
a 12-month rolling average. The CITY will have the right to add the increased fee to the bi-
monthly water bill and will reserve the right to shut off water service for non-payment.
15. Expenses incurred. The CONTRACT BUYER shall also be responsible for any and all reasonable
engineering review service(s) fees and expenses incurred by the CITY for the review of the
development of the REDWOOD PARCEL and associated public improvements identified herein this
Agreement.
16. Security. If and only to the extent that the CITY requires security for the public improvements to be
constructed, OWNER or CONTRACT BUYER, as applicable, will be required to file with the CITY only
one (1) letter of credit for the public improvements only based upon the EOPCC for each phase of
development, plus twenty five percent (25%). The form, substance and issuer of all letters of credit
are subject to City Attorney reasonable review and approval. The CITY shall allow subdivision plat
recording and preconstruction meetings prior to filing of the letter of credit but such letter of credit
shall be filed prior to authorization of construction. If OWNER or CONTRACT BUYER, as applicable,
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desires to phase construction, only security for the phase currently under construction will be
required. The CITY agrees to proceed with acceptance upon completion of public improvements for
each phase and to process a final letter of credit reduction for the current constructed phase in a
timely manner. Prior to final release of the letter of credit, OWNER or CONTRACT BUYER, as
applicable, shall file (or cause to be filed) a guarantee of twenty percent (20%) in the form of a letter
of credit or bond for a period of one (1) year after initial acceptance. For purposes of clarification, each
of OWNER or CONTRACT BUYER, as applicable, are solely responsible for the costs of any such security
as to its parcel, only.
17. Binding Effect and Term. This Agreement shall be binding upon and inure to the benefit of the
parties hereto, successor owners of record and their heirs, assigns, and lessees, and upon
successor municipal authorities of the CITY and successor municipalities for a period of 20 years
from the date of execution hereof, and any extended time agreed to by amendment to this
Agreement.
18. Amendment. This Agreement may only be amended by written instrument executed by all
parties hereto. Provided, however, in the event title to the SUBJECT PROPERTY, in whole or part,
is transferred to successors in interest, future amendments relating to the SUBJECT PROPERTY
may be made by and between the CITY and the title holders to the parcel directly affected by the
requested amendment without consent required by other record owners of the SUBJECT
PROPERTY; provided, however, no amendments may be made with regarding to Paragraph 11,
Reimbursement Provisions, without the prior consent of CONTRACT BUYER or the then-owner of
the REDWOOD PARCEL.
19. Notice and Default. Before any failure of any party to this Agreement to perform its obligations
under this Agreement shall be deemed to be a breach of this Agreement, the party alleging the
breach shall provide notice to the party alleged to be in default specifying the nature of said
default, and 30 days shall elapse from the receipt of said default notice without the default being
cured. Notice shall be in writing and delivered via certified mail or by a nationally recognized
overnight delivery courier, addressed as follows:
CITY
Suzanne Ostrovsky, City Administrator
City of McHenry
333 S. Green Street
McHenry, IL 60050
OWNER
Chicago Title Land Trust T/U/T A7704124806,
an Illinois Land Trust
10 S. LaSalle Street, Suite 2750
Chicago, Illinois 60603
ATTORNEY FOR OWNER
Mark S. Saladin
Zanck, Coen, Wright & Saladin P.C.
40 Brink St.
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Crystal Lake, IL 60014
msaladin@zcwlaw.com
CONTRACT BUYER
Redwood USA LLC, or its successors and assigns
7007 East Pleasant Valley Road
Independence, Ohio 44131
Attn: Legal Department
20. Obligations. All obligations of the OWNERS and CONTRACT BUYER in this Agreement, including
monetary obligations in existence in the future, as a result of this Agreement, shall constitute
covenants running with the land and such monetary obligations shall also be liens upon the land.
The OWNERS and CONTRACT BUYER hereby consent to the filing of a lien on the REDWOOD
PARCEL or REMAINDER PARCEL, as applicable, or parts thereof for which monetary obligations
are owed or uncured when any monetary obligations are more than 90 days overdue after receipt
of written notice from the CITY. Notwithstanding the foregoing, nothing herein shall require or
obligate CONTRACT BUYER to acquire fee title to the REDWOOD PARCEL or to commence
construction on the REDWOOD PARCEL as contemplated herein. In the event CONTRACT BUYER
does not acquire fee title to the REDWOOD PARCEL, then CONTRACT BUYER shall have no
obligations pursuant to this Agreement.
21. Enforceability. It is agreed that the parties to this Agreement may enforce and compel
performance, whether by law or in equity, by suit, mandamus, injunction, declaratory judgment,
or other court procedure, exclusively in the 22nd Judicial Circuit Court, McHenry County Illinois. In
the event that either party to the Agreement files suit to compel performance by the other, the
prevailing party shall be entitled to recover, as part of the costs otherwise allowed, its reasonable
attorney's fees incurred therein.
22. Waiver. The failure of the CITY, OWNER, or CONTRACT BUYER to insist, in any one or more
instances, upon performance of any terms or conditions of this Agreement, shall not be construed
as a waiver of future strict performance of any such term, covenant or condition and the
obligations of the OWNER, CONTRACT BUYER, or CITY shall continue in full force and effect.
23. Agreement not to Disconnect. During the term of this Agreement, the OWNER agrees not to
disconnect any part of the SUBJECT PROPERTY from the CITY and waives its rights to do so under the
Illinois Municipal Code, 65 ILCS 5/7-3-1, et. seq., or under any other law.
24. Severability. If any provision of this Agreement, other than the provisions relating to the
requested zoning changes described herein and the ordinance adopted in connection therewith,
is held invalid by any court of competent jurisdiction, such provision shall be deemed to be
excised here from and the invalidity thereof shall not affect any of the other provisions contained
herein.
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IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the date indicated
above.
OWNER CITY
CHICAGO TITLE LAND TRUST CITY OF MCHENRY
T/U/T A7704124806, an Illinois land Trust
By:
By: Its Mayor
Its: ________________________
CONTRACT BUYER
REDWOOD USA LLC
By: ________________________________
Its: ___________________________
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Exhibit A
Legal Description of the SUBJECT PROPERTY
THAT PART OF THE WEST 1631.52 FEET OF THE WEST 1/2 OF SECTION 31, TOWNSHIP 45 NORTH, RANGE 9
EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT OF INTERSECTION OF THE WEST LINE OF THE WEST 1631.52 FEET OF THE WEST 1/2
OF SAID SECTION 31 AND THE CENTER LINE OF A PUBLIC HIGHWAY RUNNING IN A NORTHWESTERLY AND
SOUTHEASTERLY DIRECTION AND COMMONLY KNOWN AS STATE ROUTE 120; THENCE SOUTHEASTERLY ON
THE CENTER LINE OF SAID STATE ROUTE 120 AND BEING ON A CURVE CONVEX NORTHWESTERLY AND
HAVING A RADIUS OF 28650 FEET FOR A DISTANCE OF 297.71 FEET TO A POINT OF TANGENCY; THENCE
SOUTHEASTERLY ON SAID CENTER LINE AND TANGENT TO THE LAST DESCRIBED CURVE, AT THE LAST
DESCRIBED POINT, FOR A DISTANCE OF 10.55 FEET TO A POINT OF CURVE IN SAID CENTER LINE; THENCE
SOUTHEASTERLY ON SAID CENTER LINE AND BEING ON A CURVE, CONVEX NORTHEASTERLY AND HAVING A
RADIUS OF 1243.20 FEET FOR A DISTANCE OF 350.53 FEET TO A POINT OF TANGENCY IN SAID CENTER LINE;
THENCE SOUTHEASTERLY ON SAID CENTER LINE AND TANGENT TO THE LAST DESCRIBED CURVE, AT THE
LAST DESCRIBED POINT, FOR A DISTANCE OF 378 FEET TO A POINT WHICH IS 222.23 FEET NORTHWESTERLY
FROM THE NORTHWEST CORNER OF A CERTAIN DEED RECORDED IN THE RECORDER'S OFFICE OF MCHENRY
COUNTY, ILLINOIS, AS DOCUMENT NUMBER 552643; THENCE SOUTHWESTERLY FOR A DISTANCE OF 462.61
FEET TO A POINT ON A LINE DRAWN 433 FEET SOUTHWESTERLY OF AND PARALLEL TO THE CENTER LINE OF
SAID STATE ROUTE 120, SAID POINT BEING 235 FEET NORTHWESTERLY FROM A POINT OF CURVE WHICH IS
ON A RADIAL LINE FROM THE POINT OF CURVE IN THE CENTER LINE OF SAID HIGHWAY; THENCE
SOUTHEASTERLY PARALLEL TO SAID CENTER LINE FOR A DISTANCE OF 235 FEET TO A POINT OF CURVE;
THENCE SOUTHEASTERLY ON A CURVE, CONVEX SOUTHWESTERLY AND HAVING A RADIUS OF 5208.38 FEET
FOR A DISTANCE OF 31.75 FEET TO A POINT; THENCE SOUTH 34 DEGREES 22 MINUTES 04 SECONDS WEST
FOR A DISTANCE OF 21.82 FET; THENCE SOUTH 58 DEGREES 17 MINUTES 02 SECONDS EAST FOR A DISTANCE
OF 785.97 FEET TO THE MOST SOUTHERLY CORNER OF DOCUMENT NUMBER 456833 AND THE EAST LINE
OF WEST 1631.52 FEET OF THE WEST 1/2 OF SAID SECTION 31; THENCE SOUTH ON THE EAST LINE THEREOF
2833.46 FEET TO A POINT ON THE SOUTH LINE OF PRAIRIE STREET, EXTENDED WEST, AS SHOWN ON THE
PLAT OF KENTS ACRES UNIT NO. 2, AS RECORDED IN THE RECORDER'S OFFICE OF MCHENRY COUNTY,
ILLINOIS AS DOCUMENT NUMBER 353790; THENCE WEST ON THE SOUTH LINE OF SAID PRAIRIE STREET,
EXTENDED WEST, FOR A DISTANCE OF 500 FEET TO A POINT; THENCE NORTH 0 DEGREES 44 MINUTES 00
SECONDS EAST 400.00 FEET TO A POINT; THENCE NORTH 89 DEGREES 15 MINUTES 00 SECONDS WEST,
1133.93 FEET TO THE WEST LINE OF SAID SECTION 31 TO A PONT WHICH IS 826.25 FEET, DEED DISTANCE,
FROM THE SOUTHWEST CORNER OF SAID SECTION 31; THENCE NORTH ON SAID WEST LINE 3945.07 FEET
TO THE PLACE OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS;
EXCEPTING THEREFROM THOSE TRACTS OF LAND DESCRIBED IN THE DEEDS RECORDED AS DOCUMENT
NUMBERS 688871, 686427, 619486, 552643, 614942 AND 98R00048867;
AND EXCEPTING THAT PART OF THE LAND DEDICATED RIGHT OF WAY FOR PUBLIC ROAD PURPOSES BY
DEDICATION RECORDED FEBRUARY 3, 1923 AS DOCUMENT NUMBER 57768.
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Exhibit B
Legal Description of the Redwood Parcel
THAT PART OF THE WEST HALF OF SECTION 31, TOWNSHIP 45 NORTH, RANGE 9 EAST OF THE THIRD
PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS:
BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 31; THENCE NORTH 00 DEGREES 19 MINUTES
07 SECONDS EAST, 1513.37 FEET ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION
31 TO THE EASTERLY RIGHT OF WAY LINE OF CHAPEL HILL ROAD PER DOCUMENT 2023R0010847; THENCE
NORTHEASTERLY, 155.24 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 1100.00 FEET AND A
CHORD BEARING NORTH 24 DEGREES 38 MINUTES 35 SECONDS EAST; THENCE SOUTH 89 DEGREES 55
MINUTES 04 SECONDS EAST, 97.59 FEET; THENCE EASTERLY 13.50 FEET ALONG A CURVE TO THE SOUTH,
HAVING A RADIUS OF 183.00 FEET AND A CHORD BEARING SOUTH 87 DEGREES 48 MINUTES 13 SECONDS
EAST; THENCE SOUTH 32 DEGREES 39 MINUTES 45 SECONDS EAST, 67.60 FEET; THENCE SOUTH 38 DEGREES
05 MINUTES 12 SECONDS EAST, 572.82 FEET; THENCE SOUTH 67 DEGREES 25 MINUTES 04 SECONDS EAST,
312.32 FEET; THENCE SOUTH 00 DEGREES 13 MINUTES 40 SECONDS EAST, 1077.00 FEET; THENCE NORTH
89 DEGREES 54 MINUTES 23 SECONDS WEST, 865.32 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER
OF SAID SECTION 31; THENCE NORTH 00 DEGREES 05 MINUTES 37 SECONDS EAST, 409.59 FEET ALONG SAID
WEST LINE TO THE POINT OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS.
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Exhibit C
Fees
SINGLE FAMILY
ATTACHED
(Townhouses,
duplexes, etc.)
PLMB. INS.
FEE
WATER
CONN.
WATER
CAP. DEV.
SEWER
CONN.
SEWER
CAP.
DEV.
TOTAL
/UNIT
Fee Calculation Total
2 Bedroom $84 $250 $1912.65 $250 $2262.
20
$4758.85 $4758.85*177 $ 842,316.45
SCHOOLS PARK LIBRARY FIRE DIST TOTAL
/UNIT
Fee Calculation
2 Bedroom $715 $2,388 $356 $356 $3,815 $3815*177 $ 675,255.00
Fee #Building
s
Fee Calculation
Per Building Plumbing Inspection Fee $28.00 36 $28.00*36 $ 1,008.00
TOTAL
$ 1,518,579.45
OTHER FEES
Building Fee $0.25/SF
Water Meter Fees are as follows:
3/4"
$225 2" $2,050
1"
$325 3" $2,500
1 1/2"
$600 4" $3,700
6" $5,100
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ORDINANCE NO 24-
ORDINANCE ANNEXING APPROXIMATELY 122.477 ACRES COMMONLY KNOWN AS 2011 W IL-
120, IN MCHENRY COUNTY, ILLINOIS
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as
contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage
of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in
the Constitution of the State of Illinois; and
WHEREAS, a written petition has been filed with the City Clerk requesting annexation of said
real estate to the City legally described on the A.L.T.A. survey dated 9-13-22 "Exhibit A", attached
hereto and incorporated herein, the "SUBJECT PROPERTY", along with a complete and accurate plat
of said real estate incorporated herein by reference, which petition has been filed in accordance with
65 ILCS 5/7- 1-8; and
WHEREAS, said real estate is not located within any other municipality or subject to an
annexation agreement with any other municipality, and said real estate is presently contiguous to
and may be annexed to the City in accordance with 65 ILCS 5/7-1-1, et seq.; and
WHEREAS, the City of McHenry does not provide library or fire protection services to said real
estate, so notice to the Fire Protection District or Public Library District of the annexation of said real
estate is not required; and
WHEREAS, the City has determined that the annexation of said real estate is in the best
interest of the City, will promote sound planning and growth of the City, and otherwise enhance and
promote the general welfare of the City and its residents.
NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF
MCHENRY, MCHENRY COUNTY, ILLINOIS AS FOLLOWS:
SECTION 1: That the SUBJECT PROPERTY be and the same is hereby annexed to and made a
part of the corporate limits of the City of McHenry, including any and all portions of adjacent street,
roads or highways as provided by law.
SECTION 2: The City Clerk is hereby directed to cause a certified copy of this ordinance,
together with said plat, to be recorded in the Office of the Recorder of Deeds of McHenry County,
Illinois. Following the recordation of this ordinance and plat, a copy thereof shall be filed in the Office
of the Clerk of McHenry County, Illinois.
SECTION 3: This Ordinance shall be published in pamphlet form by and under the authority
of the corporate authorities of the City of McHenry, McHenry County, Illinois.
SECTION 4: This Ordinance shall be in full force and effect from and after its passage,
approval, and publication in pamphlet form as provided by law.
Passed this 16th day of December, 2024.
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Ayes Nays Absent Abstain
Alderwoman Bassi _____ _____ _____ _____
Alderman Davis _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Koch _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
Mayor Jett _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Trisha Ramel, City Clerk
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Exhibit A
A.L.T.A. Survey of 2011 W. IL Route 120 dated 9-13-22
89
90
91
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ORDINANCE NO 24-
ORDINANCE GRANTING A PRELIMINARY PLAT OF SUBDIVISION, ZONING MAP AMENDMENT,
AND PRELIMINARY PLAN APPROVAL FOR A CONDITIONAL USE PERMIT FOR THE REDWOOD
PLANNED UNIT DEVELOPMENT LOCATED AT THE SOUTHEAST CORNER OF CHAPEL HILL ROAD
AND IL STATE ROUTE 120, IN THE CITY OF MCHENRY, MCHENRY COUNTY, ILLINOIS
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as
contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the passage
of this Ordinance constitutes an exercise of the City's home rule powers and functions as granted in
the Constitution of the State of Illinois;
WHEREAS, a petition has been filed with the City by Redwood USA, LLC., of 7007 East Pleasant
Valley Road, Independence, Ohio 44131 (“CONTRACT PURCHASER”) requesting zoning classification to
permit construction of a non-owner occupied single-story townhome neighborhood on a parcel of property
described on attached “EXHIBIT A” attached hereto ("REDWOOD PARCEL"), which is part of a larger parcel
legally described on the attached “EXHIBIT B” ("SUBJECT PROPERTY");
WHEREAS, a public hearing on said petition was held before the Planning and Zoning
Commission on August 16, 2023 in the manner prescribed by ordinance and statute, and as a result
of said hearing, the Planning and Zoning Commission did unanimously recommend to the City Council
the granting of the requested Conditional Use Permit; and
WHEREAS, the City Council has considered the evidence and recommendations from the
Planning and Zoning Commission and finds that the approval of the requested Conditional Use Permit
is consistent with the objectives of the City of McHenry Zoning Ordinance to protect the public health,
safety, morals and general welfare of its residents.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY, MCHENRY
COUNTY, ILLINOIS, AS FOLLOWS:
SECTION 1: That the preliminary plat of subdivision entitled, “Preliminary Plat of Subdivision
for Redwood of McHenry,” prepared by CEMCON, Ltd. dated 10-10-22 and revised 12-6-2024
attached hereto as “EXHIBIT C” is hereby approved.
SECTION 2: That LOT 1 and LOT 2 as depicted on “EXHIBIT C” is hereby granted a Zoning Map
Amendment to RM-1 Low Density Multi-Family Residential District. That LOT 3 as depicted on
“EXHIBIT C” is hereby classified as E Estate District in accordance with the City of McHenry Zoning
Ordinance.
SECTION 3: In granting said Zoning Map Amendment, the City Council finds that the approval
criteria for Zoning Amendments listed in §11-5-5 of the City of McHenry Zoning Ordinance have been
met.
SECTION 4: That the REDWOOD PARCEL is hereby granted Preliminary Plan Approval for a
Conditional Use Permit to allow a non-owner-occupied, single-story, townhome neighborhood
Planned Unit Development subject to the following conditions of approval:
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1. All development on site shall be in substantial conformance with the plans attached
hereto in “EXHIBT D”.
2. The Planned Unit Development Conditional Use Permit is specific to Redwood USA LLC and its
successors, assigns, nominees, or successors-in-title; provided, however, Redwood USA LLC
may assign its rights under this Agreement to a non-affiliate with the prior consent of the
CITY, such consent not to be unreasonably withheld.
3. The CONTRACT PURCHASER shall work with the City of McHenry, Illinois Department of
Transportation, and McHenry County Division of Transportation to resolve any access
conflicts.
4. Any changes to the approved plans resulting from recommendations by the Illinois
Department of Transportation or McHenry County Division of Transportation shall be
reviewed and approved at the discretion of the Zoning Administrator.
SECTION 5: In granting said Conditional Use Permit, the City Council finds that the Approval
Criteria for Conditional Uses listed in §11-15-5 and Standards for Planned Unit Developments listed
in §11-20-5 of the City of McHenry Zoning Ordinance have been met.
SECTION 6: All Ordinances or parts thereof in conflict with the terms and provisions hereof
are hereby repealed to the extent of such conflict.
SECTION 7: 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 8: This Ordinance shall be in full force and effect from and after its passage, approval,
and publication in pamphlet form as provided by law.
Passed this 16th day of December, 2024.
Ayes Nays Absent Abstain
Alderwoman Bassi _____ _____ _____ _____
Alderman Davis _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Koch _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Trisha Ramel, City Clerk
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Exhibit A
Legal Description of the Redwood
Parcel
THAT PART OF THE WEST HALF OF SECTION 31, TOWNSHIP 45 NORTH, RANGE 9 EAST OF THE THIRD
PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS:
BEGINNING AT THE WEST QUARTER CORNER OF SAID SECTION 31; THENCE NORTH 00 DEGREES 19
MINUTES 07 SECONDS EAST, 1513.37 FEET ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID
SECTION 31 TO THE EASTERLY RIGHT OF WAY LINE OF CHAPEL HILL ROAD PER DOCUMENT 2023R0010847;
THENCE NORTHEASTERLY, 155.24 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 1100.00 FEET
AND A CHORD BEARING NORTH 24 DEGREES 38 MINUTES 35 SECONDS EAST; THENCE SOUTH 89 DEGREES
55 MINUTES 04 SECONDS EAST, 97.59 FEET; THENCE EASTERLY 13.50 FEET ALONG A CURVE TO THE SOUTH,
HAVING A RADIUS OF 183.00 FEET AND A CHORD BEARING SOUTH 87 DEGREES 48 MINUTES 13 SECONDS
EAST; THENCE SOUTH 32 DEGREES 39 MINUTES 45 SECONDS EAST, 67.60 FEET; THENCE SOUTH 38
DEGREES 05 MINUTES 12 SECONDS EAST, 572.82 FEET; THENCE SOUTH 67 DEGREES 25 MINUTES 04
SECONDS EAST, 312.32 FEET; THENCE SOUTH 00 DEGREES 13 MINUTES 40 SECONDS EAST, 1077.00 FEET;
THENCE NORTH 89 DEGREES 54 MINUTES 23 SECONDS WEST, 865.32 FEET TO THE WEST LINE OF THE
SOUTHWEST QUARTER OF SAID SECTION 31; THENCE NORTH 00 DEGREES 05 MINUTES 37 SECONDS EAST,
409.59 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING, IN MCHENRY COUNTY, ILLINOIS.
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Exhibit B
Legal Description of the Subject
Property
THAT PART OF THE WEST 1631.52 FEET OF THE WEST 1/2 OF SECTION 31, TOWNSHIP 45 NORTH, RANGE
9 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT OF INTERSECTION OF THE WEST LINE OF THE WEST 1631.52 FEET OF THE WEST
1/2 OF SAID SECTION 31 AND THE CENTER LINE OF A PUBLIC HIGHWAY RUNNING IN A NORTHWESTERLY
AND SOUTHEASTERLY DIRECTION AND COMMONLY KNOWN AS STATE ROUTE 120; THENCE
SOUTHEASTERLY ON THE CENTER LINE OF SAID STATE ROUTE 120 AND BEING ON A CURVE CONVEX
NORTHWESTERLY AND HAVING A RADIUS OF 28650 FEET FOR A DISTANCE OF 297.71 FEET TO A POINT OF
TANGENCY; THENCE SOUTHEASTERLY ON SAID CENTER LINE AND TANGENT TO THE LAST DESCRIBED
CURVE, AT THE LAST DESCRIBED POINT, FOR A DISTANCE OF 10.55 FEET TO A POINT OF CURVE IN SAID
CENTER LINE; THENCE SOUTHEASTERLY ON SAID CENTER LINE AND BEING ON A CURVE, CONVEX
NORTHEASTERLY AND HAVING A RADIUS OF 1243.20 FEET FOR A DISTANCE OF 350.53 FEET TO A POINT
OF TANGENCY IN SAID CENTER LINE; THENCE SOUTHEASTERLY ON SAID CENTER LINE AND TANGENT TO
THE LAST DESCRIBED CURVE, AT THE LAST DESCRIBED POINT, FOR A DISTANCE OF 378 FEET TO A POINT
WHICH IS 222.23 FEET NORTHWESTERLY FROM THE NORTHWEST CORNER OF A CERTAIN DEED RECORDED
IN THE RECORDER'S OFFICE OF MCHENRY COUNTY, ILLINOIS, AS DOCUMENT NUMBER 552643; THENCE
SOUTHWESTERLY FOR A DISTANCE OF 462.61 FEET TO A POINT ON A LINE DRAWN 433 FEET
SOUTHWESTERLY OF AND PARALLEL TO THE CENTER LINE OF SAID STATE ROUTE 120, SAID POINT BEING
235 FEET NORTHWESTERLY FROM A POINT OF CURVE WHICH IS ON A RADIAL LINE FROM THE POINT OF
CURVE IN THE CENTER LINE OF SAID HIGHWAY; THENCE SOUTHEASTERLY PARALLEL TO SAID CENTER LINE
FOR A DISTANCE OF 235 FEET TO A POINT OF CURVE; THENCE SOUTHEASTERLY ON A CURVE, CONVEX
SOUTHWESTERLY AND HAVING A RADIUS OF 5208.38 FEET FOR A DISTANCE OF 31.75 FEET TO A POINT;
THENCE SOUTH 34 DEGREES 22 MINUTES 04 SECONDS WEST FOR A DISTANCE OF 21.82 FET; THENCE
SOUTH 58 DEGREES 17 MINUTES 02 SECONDS EAST FOR A DISTANCE OF 785.97 FEET TO THE MOST
SOUTHERLY CORNER OF DOCUMENT NUMBER 456833 AND THE EAST LINE OF WEST 1631.52 FEET OF THE
WEST 1/2 OF SAID SECTION 31; THENCE SOUTH ON THE EAST LINE THEREOF 2833.46 FEET TO A POINT ON
THE SOUTH LINE OF PRAIRIE STREET, EXTENDED WEST, AS SHOWN ON THE PLAT OF KENTS ACRES UNIT
NO. 2, AS RECORDED IN THE RECORDER'S OFFICE OF MCHENRY COUNTY, ILLINOIS AS DOCUMENT NUMBER
353790; THENCE WEST ON THE SOUTH LINE OF SAID PRAIRIE STREET, EXTENDED WEST, FOR A DISTANCE
OF 500 FEET TO A POINT; THENCE NORTH 0 DEGREES 44 MINUTES 00 SECONDS EAST 400.00 FEET TO A
POINT; THENCE NORTH 89 DEGREES 15 MINUTES 00 SECONDS WEST, 1133.93 FEET TO THE WEST LINE OF
SAID SECTION 31 TO A PONT WHICH IS 826.25 FEET, DEED DISTANCE, FROM THE SOUTHWEST CORNER OF
SAID SECTION 31; THENCE NORTH ON SAID WEST LINE 3945.07 FEET TO THE PLACE OF BEGINNING, IN
MCHENRY COUNTY, ILLINOIS;
EXCEPTING THEREFROM THOSE TRACTS OF LAND DESCRIBED IN THE DEEDS RECORDED AS DOCUMENT
NUMBERS 688871, 686427, 619486, 552643, 614942 AND 98R00048867;
AND EXCEPTING THAT PART OF THE LAND DEDICATED RIGHT OF WAY FOR PUBLIC ROAD PURPOSES BY
DEDICATION RECORDED FEBRUARY 3, 1923 AS DOCUMENT NUMBER 57768.
96
24
EXHIBIT C
Preliminary Plat of Subdivision for Redwood of McHenry prepared by CEMCON, Ltd. dated 10-10-22
and revised 12-6-2024
97
98
99
100
25
EXHIBIT D
Redwood Plans
a. Redwood Material Sample Board dated 12-6-24;
b. Preliminary Plat of Subdivision - Prepared by Cemcon, Ltd., revised on 12-06-2024;
c. Preliminary Engineering Plan – Prepared by Cemcon, Ltd., revised on 12-06-2024,
d. Preliminary Stormwater Management Analysis and Report – Prepared by Cemcon, Ltd., revised on
08-02-2023,
e. Preliminary Landscape Plan – Prepared by CT Consultants, dated 08-17-2023 (No noted revisions)
and Redwood Landscape Standards 4.1 dated 5-24-2022;
f. Preliminary P.U.D. Plan – Prepared by Cemcon, Ltd., last revised on 08-07-2023;
g. Report of Soils Exploration – Prepared by Testing Service Corporation, dated on 09-28-2022;
h. Tree Inventory Report – Prepared by Urban Forest Management, Inc. and dated 08-30-2023;
i. Overall Floor Plan – Prepared by MPG Architects, and dated 10-12-2022;
j. Negative Findings Wetland Delineation Report – Prepared by Midwest Ecological, and dated 10-06-
2022. Approval of these plans and specifications are subject to receiving final approval of the
Planned Unit Development from the City Council and further subject to receiving all required CITY
permits.
k. Offsite Construction Exhibit prepared by Cemcon dated 10-3-2024;
101
WEATHERWOOD
ROOF SHINGLES
COLOR PALLET
OHIO SOUTHERN
LIMESTONE
SANDSTONE
TAN
'DWH
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103
104
105
106
PRELIMINARY STORMWATER MANAGEMENT
ANALYSIS AND REPORT
FOR
REDWOOD MCHENRY
MCHENRY, ILLINOIS
REVISED: AUGUST 2, 2023
REVISED: JANUARY 16, 2023
OCTOBER 11, 2022
848.027
PROFESSIONAL ENGINEER'S CERTIFICATION
STATE OF ILLINOIS }
SS.
COUNTY OF DUPAGE }
I, KEVIN T. SERAFIN, A LICENSED PROFESSIONAL ENGINEER OF ILLINOIS, HEREBY CERTIFY THAT THIS
TECHNICAL SUBMISSION WAS PREPARED ON BEHALF OF REDWOOD USA, LLC BY CEMCON, LTD. UNDER MY
PERSONAL DIRECTION.
DATED THIS DAY OF __________________________________, AD, 2023
ILLINOIS LICENSED PROFESSIONAL ENGINEER NO. 062-052118
MY LICENSE EXPIRES ON NOVEMBER 30, 2023
PROFESSIONAL DESIGN FIRM LICENSE NO. 184-002937, EXPIRATION DATE IS APRIL 30, 2025
NOTE: UNLESS THIS DOCUMENT BEARS THE ORIGINAL SIGNATURE AND IMPRESSED SEAL OF THE
DESIGN PROFESSIONAL ENGINEER, IT IS NOT A VALID TECHNICAL SUBMISSION.
PREPARED FOR: PREPARED BY:
REDWOOD USA, LLC CEMCON, LTD.
7007 EAST PLEASANT VALLEY ROAD 2280 WHITE OAK CIRCLE
INDEPENDENCE, OH 44131 SUITE 100
AURORA, IL 60504
216-254-8425 630-862-2100
QG $XJXVWATED THIS S DAYDA OF __
LINOINIS LICENSED PROFESSSIOSNAL E
QG
CEMCON, LTD. UNDER MY
30, 20225 5
ED SEAL OF THE
107
PRELIMINARY STORMWATER MANAGEMENT
ANALYSIS AND REPORT
FOR
REDWOOD MCHENRY
MCHENRY, ILLINOIS
TABLE OF CONTENTS
SECTION PAGE
NO.
1.0 PROJECT DESCRIPTION 1
2.0 SPECIAL MANAGEMENT AREAS 1 - 2
A. FLOODPLAIN/FLOODWAY
B. WETLANDS
3.0 EXISTING “WITHOUT PROJECT” CONDITION 2 - 3
A. DESCRIPTION
B. METHODS
4.0 PROPOSED “WITH PROJECT” CONDITION 4 - 7
A. DESCRIPTION
B. HYDROLOGIC ANALYSIS
5.0 COMPENSATORY STORAGE CALCULATIONS 8
6.0 BEST MANAGEMENT PRACTICES 8
7.0 SOIL EROSION AND SEDIMENTATION CONTROL PLAN 8 - 9
8.0 STORMWATER SYSTEMS MAINTENANCE PLAN 9 - 10
9.0 SUMMARY 10
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PRELIMINARY STORMWATER MANAGEMENT
ANALYSIS AND REPORT
FOR
REDWOOD MCHENRY
MCHENRY, ILLINOIS
EXHIBITS
EXHIBIT A SITE LOCATION & AERIAL MAP
EXHIBIT B USDA NRCS SOILS MAP
EXHIBIT C FEMA FLOOD INSURANCE RATE MAP NUMBER 17111C0230J
(NOVEMBER 16, 2006)
EXHIBIT D NATIONAL WETLANDS INVENTORY MAP
EXHIBIT E RELEVANT PERMITS
EXHIBIT F “WITHOUT PROJECT" CONDITION HYDROLOGY
x EXISTING CONDITIONS WATERSHED EXHIBIT
x “EXIST” PONDPACK OUTPUT AND INPUT FILES
x PONDPACK SUPPORT CALCULATIONS
EXHIBIT G "WITH PROJECT" CONDITION HYDROLOGY
x PROPOSED CONDITIONS WATERSHED EXHIBIT
x “ONSITE” PONDPACK OUTPUT AND INPUT FILES
x “PROP” PONDPACK OUTPUT AND INPUT FILES
x PONDPACK SUPPORT CALCULATIONS
EXHIBIT H WETLAND DELINEATION REPORT BY MIDWEST ECOLOGICAL, INC.
(UNDER SEPARATE COVER AND WILL BE PROVIDED AT FINAL)
EXHIBIT I ELECTRONIC COPY OF HYDROLOGIC MODELS
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PRELIMINARY STORMWATER MANAGEMENT
ANALYSIS AND REPORT
FOR
REDWOOD MCHENRY
MCHENRY, ILLINOIS
1.0 PROJECT DESCRIPTION
The Redwood McHenry subdivision proposed by Redwood USA, LLC is a 27.5± acre subdivision
with 180 total rental townhome units. The 27.5± acre parcel is just South of W Elm Street and
East of Chapel Hill Road in the City of McHenry (see Exhibit A for a Location Map). Site
infrastructure improvements (see Final Engineering Plans under separate cover) will include the
construction of sanitary sewers, watermains, stormwater drainage and conveyance facilities, and
stormwater management facilities, which will be vegetatively stabilized for stormwater discharge
control. The purpose of this Stormwater Management Analysis and Report is to summarize the
hydrologic and hydraulic analyses performed to define the Existing Conditions and to demonstrate
that, when constructed in conformance with the Engineering Plans, the development will comply
with Local, State and Federal laws and regulations.
2.0 SPECIAL MANAGEMENT AREAS
During the Project-Planning Phase, the subject site was evaluated for the presence of Special
Management Areas defined as regulatory floodplains/floodways and wetland habitat. This
evaluation consisted of a detailed review of available Topographic, Wetland and FEMA Maps, as
well as a wetland delineation completed by Midwest Ecological. Following is an account of the
sources referenced and procedures employed in conducting the Special Management Area
assessment for the Project.
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A. Floodplain/Floodway
According to FEMA FIRM Panel 17111C0230J (November 16, 2006), there is no regulatory
floodplain located on the Project site. Refer to Exhibit C for a copy of the effective FIRM panel.
B. Wetlands
Referring to the National Wetlands Inventory Map (Exhibit D), there are no wetlands within the
limits of the site. A Wetland Delineation Report will be provided by Midwest Ecological, Inc. for
the subject site at final.
3.0 EXISTING “WITHOUT PROJECT” CONDITION
A. Description
The subject property is currently used for agricultural farming, and is bordered by Chapel Hill to
the west, West Elm Street to the north, Adams Auto Body, and Service Center to the northwest
and undeveloped parcels to the east and south. In general, the subject property drains in two
directions (refer to Exhibit F for the Existing Conditions Watershed Exhibit). A small onsite portion
of the site drains east to the undeveloped parcel. The remainder of the site and a large offsite
portion drains to a depression southwest of the site. Two depressions, one north of Chapel Hill
Road and one south, are connected via a 30” x 21” Elliptical Culvert. The onsite area drains to
the Southern basin, which in turn overtops to the south and leaves the site.
B. Methods
CEMCON, Ltd. has performed a detailed topographic analysis and generated one-foot (1’)
contours on the Redwood Living site and as well as obtained a one-foot (1’) McHenry County
Topography Map for the area adjacent to the site, supplemented by the Plans and Report.
PondPack was chosen as the hydrologic model for this proposed Project for its capability to model
dynamic tailwater conditions anticipated in proposed conditions. The following methodology and
procedures were used in determining the hydrologic parameters.
Runoff Curve Numbers – Existing land use within the Project site is generally row crop
agricultural. Based on a review of the USDS NRCS Soil Map (see Exhibit B), the hydrologic soil
types for this Project are primarily Soil Type B & C. This information was used to complete
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Worksheet 2 from the TR-55 Hydrology Manual and calculate composite runoff curve numbers
(CN) for each sub-basin contained in the watershed. The Existing Conditions CN documentation
for the watershed is provided in Exhibit F.
Time of Concentration - The time of concentration (Tc) was calculated using SCS TR-55
methodology. The Tc calculations were performed for flow paths representing the travel from the
hydraulically most distant point of the watershed to the point of interest. The Tc documentation
for the Project site is provided in Exhibit F.
Precipitation Data/Rainfall Distribution – Updated Bulletin 75 northeast rainfall values (March
2020 revision) with Huff rainfall distributions were selected for the hydrograph method. Storage
volumes were evaluated based on the 100-Year frequency 24-Hour duration event measuring
8.54 inches of precipitation and the Huff 3rd quartile rainfall distribution. As part of this analysis,
a critical duration analysis was performed from the 1-Hour through the 24-Hour events to
determine the peak flow rates for each storm event.
Stage vs. Storage and Stage vs. Discharge Relationships – Stage vs. storage relationships
developed for storage areas were measured in AutoCAD at regular intervals corresponding to the
level of potential inundation, and the volume was calculated by the method of average area times
the incremental interval. Stage vs. discharge relationships were developed in PondPack for all
possible combinations of headwater and tailwater. PondPack was then run dynamically to
evaluate the headwater and tailwater at each time step to determine the flow through each
structure. Supporting documentation for the Existing Conditions is provided in Exhibit F.
This information was used to develop an Existing Condition hydrologic model for the entire
watershed. See Exhibit F for the Existing Conditions PondPack model and its output. A summary
of Existing Conditions peak flows to the Outfalls compared to the Proposed Conditions can be
found later in the report under Section 4.0.
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4.0 PROPOSED “WITH PROJECT” CONDITION
A. Description
In accordance with the City of McHenry County Stormwater Management Ordinance, any
proposed site development which would affect the discharge of stormwater requires stormwater
management to protect downstream properties. In general, the Stormwater Management
Facilities (SWMFs) are configured to restrict site rainfall-runoff via restrictor structures to 0.04
cfs/Ac. for the 2-Year 24-Hour storm and 0.15 cfs/Ac. for the 100-Year 24-Hour storm of
developed area.
The development will incorporate one (1) SWMFs (refer to Exhibit G for the Proposed Conditions
Watershed Exhibit). The proposed development will include one (1) Stormwater Management
Facilities (SWMF 1), that will provide storage for the entire site.
B. Hydrologic Analysis
The required detention was calculated in order to meet the requirements of McHenry County
Stormwater Ordinance. First, an “ONSITE” PondPack Model was created to simulate the
Proposed Conditions of the Site modeling the 100-Year 24-Hour event and the 2-Year 24-Hour
event. Using theoretical restrictors, a high water level (HWL) was established for each basin
based on an allowable release rate. The allowable release rate of 100-Year event of 0.15 cfs/Ac.
and 2-Year event of 0.04 cfs/Ac. of onsite tributary area was used for the entire site. All onsite
release rate and onsite storage required is summarized in Table 1 below. See Exhibit G for the
supporting documentation and “ONSITE” PondPack model.
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Table 1
Onsite Model
100YR Storm: 24
Onsite Allowable Release Rate (cfs/Ac.): 0.15
Development Area (Ac.): 27.52
Onsite Allowable Release (cfs): 4.13
Proposed Developed Release (O-9) (cfs): 4.12
STORAGE STORAGE
OVERFLOW REQUIRED PROVIDED
SWMF-001: 765.63 776.50 10.72 13.80
2YR Storm: 24
Onsite Allowable Release Rate (cfs/Ac.): 0.04
Development Area (Ac.): 27.52
Onsite Allowable Release (cfs): 1.10
Proposed Developed Release (O-9) (cfs): 1.05
REQUIRED COMP STORAGE: 2.93 Ac.-Ft.
PROVIDED COMP STORAGE: 3.08 Ac.-Ft.
The results demonstrate that 10.84 Ac.-Ft. of onsite detention is required for Proposed
Conditions. Furthermore, the proposed development will have an additional 5.02 Ac.-Ft. of
storage for the onsite depressional storage.
Next a proposed PondPack model “PROP” was created that routed the offsite tributary areas
through the proposed SWMFs. The “PROP” PondPack model utilized a dynamic tailwater to
accurately model real-world conditions. The proposed restrictors were sized utilizing the “PROP”
PondPack model. Table 1 summarizes the 2-Year and 100-Year event critical duration flows and
allowable release calculations.
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Table 2
Proposed Conditions Analysis
Southern Discharge
PROJECT: REDWOOD LIVING - CHURCH HILL ROAD Job No.: 848.027
PREPARED BY: CEMCON, Ltd. By: CMZ
Date: 09/20/2022
CRITICAL DURATION ANALYSIS: COMPLETE Rev: 8/2/2023
100YR Storm: 1 2 3 6 12 18 24
Allowable Release Rate (cfs/Ac.): 0.15 0.15 0.15 0.15 0.15 0.15 0.15
Development Area (Ac.): 27.52 27.52 27.52 27.52 27.52 27.52 27.52
Onsite Allowable Release (cfs): 4.13 4.13 4.13 4.13 4.13 4.13 4.13
Total Bypass Flow from 014 20.11 14.83 11.64 7.46 4.67 3.52 2.84
Total Bypass Flow from 015 9.53 7.64 6.12 3.94 2.53 1.93 1.55
Total Bypass Flow from 016 18.13 14.84 11.94 7.75 4.97 3.79 3.06
Total Bypass Flow from 018 11.97 8.84 6.96 4.46 2.82 2.14 1.72
Total Allowable Release from Development (cfs): 63.87 50.28 40.79 27.74 19.12 15.51 13.30
Peak Discharge from SWMF 001 (cfs): 6.65 7.53 7.88 8.26 8.64 8.91 8.89
Existing Flow W (O-1) 31.50 32.41 33.41 27.51 19.99 15.29 18.97
Existing Flow NE (O-2) 12.53 9.26 7.31 4.67 2.97 2.25 1.81
Total Existing Flow 44.03 41.67 40.72 32.18 22.96 17.54 20.78
PROP H.W.L
SWMF 001 764.40 765.14 765.46 765.83 766.20 766.49 766.47 766.50
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Table 2
Proposed Conditions Analysis
Southern Discharge
2YR Storm: 1 2 3 6 12 18 24
Allowable Release Rate (cfs/Ac.): 0.04 0.04 0.04 0.04 0.04 0.04 0.04
Development Area (Ac.): 27.52 27.52 27.52 27.52 27.52 27.52 27.52
Onsite Allowable Release (cfs): 1.10 1.10 1.10 1.10 1.10 1.10 1.10
Total Bypass Flow from 014 2.98 2.69 2.25 1.60 1.18 1.03 0.85
Total Bypass Flow from 015 1.32 1.32 1.15 0.83 0.62 0.55 0.45
Total Bypass Flow from 016 2.49 2.57 2.24 1.62 1.21 1.08 0.89
Total Bypass Flow from 018 1.70 1.55 1.31 0.94 0.70 0.61 0.51
Total Allowable Release from Development (cfs): 9.59 9.23 8.05 6.09 4.81 4.37 3.80
Peak Discharge from SWMF 001 (cfs): 1.10 1.50 1.67 1.90 2.10 2.24 2.27
Existing Flow W (O-1) 4.31 4.37 3.79 2.75 2.05 1.83 1.86
Existing Flow NE (O-2) 1.78 1.63 1.38 0.98 0.73 0.65 0.53
Total Existing Flow 6.09 6.00 5.17 3.73 2.78 2.48 2.39
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5.0 COMPENSATORY STORAGE CALCULATIONS
The proposed development will fill the onsite depressions (PondPack ID Depression 001 and
003). In order to quantify the fill and required compensatory storage, an existing stage storage
was established to model the storage in the depressions. The required compensatory storage
2.10 Ac.-Ft. (Depression 001 = 1.65 Ac.-Ft. and Depression 003 = 1.28 Ac.-Ft.). Therefore, the
3.08 Ac.-Ft. (SWMF 001 = 3.08 Ac.-Ft.) of additional storage provided in the proposed SWMFs
exceeds the required compensatory storage. Refer to Table 1 for requested storage and provided
compensatory calculations.
6.0 BEST MANAGEMENT PRACTICES
The Proposed Site incorporates the following "Best Management Practices" into the site design
to minimize increases in runoff rates, volumes, and pollutant loads.
a. All runoff from rooftops will be directed onto vegetated areas to promote infiltration and
filtration of stormwater.
b. Use of a detention basin with bottom vegetated with native plant species to promote
infiltration and pollutant capture.
c. Stormwater management facility slopes vegetated and stabilized with native prairie plants
to prevent soil erosion and promote stormwater filtering.
When combined with the proposed Erosion and Sedimentation Control Plan, the specified design,
construction, and maintenance practices and criteria should minimize the impact of stormwater
runoff rates, prevent erosion and capture pollutants.
7.0 SOIL EROSION AND SEDIMENTATION CONTROL PLAN
As will be documented in the Final Site Development Plans, soil erosion and sediment control
measures will be proposed to protect downstream properties and Special Management Areas
from adverse effects of soil erosion and sedimentation. The proposed erosion and sediment
control features will include:
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x Storm sewer inlets protected with sediment trapping/filter control devices during
construction.
x Silt fencing installed along the perimeter of the wetland buffer.
x Disturbed areas permanently seeded and protected from soil erosion after final grading is
accomplished.
8.0 STORMWATER SYSTEMS MAINTENANCE PLAN
The Applicant shall be responsible for the periodic monitoring and maintenance of all stormwater
management and stormwater conveyance facilities until such time of final acceptance of the
improvements by Lake County at which time the applicant will assume maintenance of such
systems which include but are not limited to: (a) storm sewers, storm drains, inlets, manholes,
catch basins, draintile, and appurtenances; (b) swales and overland drainage ways; (c) all
containment berms and all stormwater storage facilities; (d) all landscaping and vegetative cover
around and within stormwater conveyance and stormwater storage facilities; and (e) all
permanent erosion and sedimentation control devices. The Applicant shall undertake appropriate
measures to monitor and maintain such facilities in accordance with the policies and procedures
established under the Ordinance as amended from time-to-time, and/or the programs and
procedures set forth by the owner as part of the routine maintenance program. The programs for
monitoring and maintaining the stormwater management and/or water conveyance
facilities/systems imposed under this Plan shall include the following components and
procedures:
A. Storm sewers, storm drains and other drainage appurtenances, including manholes and
inlets, shall be kept clear of sediment and debris, retained at the elevations, lines and
grades intended, and maintained in an operable condition capable of conveying storm
water runoff.
B. Swales and overland drainage ways shall be maintained to the line and grade established
on the Site Development Plan documents to convey stormwater runoff in a free and
unobstructed manner. Landscape planting, earthen fill, or other obstructions that impede
the flow of stormwater shall be removed, the area re-graded, and a vegetative cover shall
be re-established to deter erosion.
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C. The proper function of the stormwater management system is dependent upon
maintaining both the structural integrity and the minimum elevation of the containment
berms, and it is also essential that the volume of potential storage available within the
stormwater management facility be preserved. Substantial re-grading, placement of
earthen fill, or other earthwork operations that would change the elevation, impair the
structural integrity, or diminish the volume contained within the basin shall be prohibited.
Containment berms shall be maintained at the minimum elevations noted on the Site
Development Plan documents and in good structural condition.
D. A vegetative cover around and within the stormwater management facility is essential for
the prevention of soil erosion and the deposition of sediments within the basin. The
periodic replanting and replacement of vegetation shall be required, when necessary, to
maintain the vegetative cover.
E. Temporary sediment traps, siltation fences, or ditch checks, as well as those permanent
facilities including catch basins and inlets shall be periodically cleaned of sediment and
debris and/or replaced and restored to operable conditions.
9.0 SUMMARY
Redwood USA, LLC proposes to develop Redwood McHenry in a manner that is consistent with
the McHenry County Stormwater Ordinance and all applicable McHenry Ordinances. A detailed
hydrologic analysis was performed utilizing PondPack software to verify compliance with the
County and City Ordinance, and to demonstrate that the proposed Project will provide a benefit
to the receiving drainage systems.
H:\848027\REPORTS\2023-08-02 REVISED Prelim SWM REPORT.docx
119
EXHIBIT A
SITE LOCATION & AERIAL MAP
120
SCALE: N.T.S.
APPROVED:
DRAWN BY:
CHECKED BY:
CMZ 10/06/22PROJECT / CLIENT:
Redwood USA, LLC
7510 East Pleasant Valley Road
Independence, OH 44131
216-360-9441
CEMCON, Ltd.
REDWOOD - MCHENRY, IL
T45N, R9E, SEC. 31
WAUCONDA QUADRANGLE
PROJECT LOCATION
121
SCALE: N.T.S.
APPROVED:
DRAWN BY:
CHECKED BY:
CMZ 10/06/22PROJECT / CLIENT:
Redwood USA, LLC
7510 East Pleasant Valley Road
Independence, OH 44131
216-360-9441
CEMCON, Ltd.
REDWOOD - MCHENRY, IL
T45N, R9E, SEC. 31
WAUCONDA QUADRANGLE
PROJECT LOCATION
122
EXHIBIT B
USDA NRCS SOILS MAP
123
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146
EXHIBIT D
NATIONAL WETLANDS INVENTORY
MAP
147
Church Hill
U.S. Fish and Wildlife Service, National Standards and Support Team,
wetlands_team@fws.gov
Wetlands
Estuarine and Marine Deepwater
Estuarine and Marine Wetland
Freshwater Emergent Wetland
Freshwater Forested/Shrub Wetland
Freshwater Pond
Lake
Other
Riverine
September 27, 2022
00.71.40.35 mi
0120.5 km
1:41,568
This page was produced by the NWI mapper
National Wetlands Inventory (NWI)
This map is for general reference only. The US Fish and Wildlife
Service is not responsible for the accuracy or currentness of the
base data shown on this map. All wetlands related data should
be used in accordance with the layer metadata found on the
Wetlands Mapper web site.
148
EXHIBIT E
RELEVANT PERMITS
149
September 2, 2022
Dean Frigo
2280 White Oak Circle, Suite 100
Aurora, IL 60502
RE: Redwood McHenry
Consultation Program
EcoCAT Review #2303904
McHenry County
Dear Mr. Frigo,
The Department has received your submission for this project for the purposes of consultation
pursuant to the Illinois Endangered Species Protection Act [520 ILCS 10/11], the Illinois Natural
Areas Preservation Act [525 ILCS 30/17], and Title 17 Illinois Administrative Code Part 1075.
This proposed action is described as “the construction of a 27 Ac.± neighborhood, consisting of
an undetermined number of multifamily rental apartment houses (likely in the range of 150 or so
units), with all needed grading, paving, berming, landscaping & utility installation needed for
such a development”. The proposed project is located at 2011 W. IL Route 120 in McHenry, IL.
The Illinois Natural Heritage Database shows the following protected resources may be in the
vicinity of the project location:
Illinois Natural Areas Inventory Sites and Nature Preserves
Kettle Moraine INAI Site
Kettle Moraine Nature Preserve
State Threatened or Endangered Species
Blanding’s Turtle (Emydoidea blandingii)
Common Moorhen (Gallinula galeata)
LeastBittern (Ixobrychus exilis)
Osprey (Pandion haliaetus)
Rusty Patched Bumble Bee (Bombus affinis)
150
Redwood McHenry, Consultation # 2303904
2
Due to the project scope and proximity to protected resources, the Department recommends the
following actions be taken to avoid adversely impacting resources in the vicinity of the project:
Blanding’s Turtle
This project is in the vicinity of records for the state-listed Blanding’s turtle. These turtles forage
and hibernate in wetlands and, depending on the temperature, emerge in the spring with upland
nesting occurring in open fields, preferably in sandy soils in late spring or early summer. They
may travel up to one mile in their search for appropriate nesting habitat. The Department
recommends work on the project occurs during the turtle’s inactive season from approximately
November 1st to March 1st. If work must occur outside these dates, the Department
recommends:
x All on-site personnel should be educated about this species and be instructed to stop work
immediately and contact the Department (Melissa Grycan, Natural Heritage Division
815-666-8795) if they are encountered in the project area. Fliers with photos of adult and
juvenile Blanding’s turtles, and life-history information, should be distributed to
personnel.
x Exclusionary fencing should be installed around the southern and northern borders of the
work area before the active season (March 1st - November 1st) to discourage turtles from
entering the project site. Exclusionary fencing should be trenched into the ground (a
minimum of 4 inches) and inspected daily to ensure proper installation. Fencing should
be installed with turnarounds at open ends to redirect animals away from openings.
x Excavations should be inspected daily for trapped wildlife and safely covered overnight.
x Soil or other potential turtle nesting medium stockpiles should also have exclusionary
fencing installed around the perimeter to discourage turtle nesting and potential harm.
Given the above recommendations are adopted, the Department has determined that impacts to the
Blanding’s turtle are unlikely. The Department has determined adverse impacts to other identified
resources are unlikely.
In accordance with 17 Ill. Adm. Code 1075.40(h), please notify the Department of your decision
regarding these recommendations.
The Department offers these additional wildlife friendly practices for consideration, if
applicable, due to the natural areas in the vicinity of the proposed project:
x All lighting should be fully shielded fixtures that emit no light upward.
x Only “warm-white” or filtered LEDs (CCT < 3,000 K; S/P ratio < 1.2) should be
used to minimize blue emission.
x Only light the exact space with the amount (lumens) needed to meet any safety
requirement.
x If LEDs are to be used, avoid the temptation to over-light based on the higher
luminous efficiency of LEDs
x If erosion control blanket is to be used, the Department also recommends that
wildlife-friendly plastic-free blanket be used around wetlands and adjacent to
151
Redwood McHenry, Consultation # 2303904
3
natural areas, if not feasible to implement project wide, to prevent the
entanglement of native wildlife
Consultation on the part of the Department is closed unless the applicant desires additional
information or advice related to this proposal. Consultation for Part 1075 is valid for two years
unless new information becomes available which was not previously considered; the proposed
action is modified; or additional species, essential habitat, or Natural Areas are identified in the
vicinity. If the action has not been implemented within two years of the date of this letter, or any
of the above listed conditions develop, a new consultation is necessary.
The natural resource review reflects the information existing in the Illinois Natural Heritage
Database at the time of the project submittal and should not be regarded as a final statement on the
project being considered, nor should it be a substitute for detailed site surveys or field surveys
required for environmental assessments. If additional protected resources are unexpectedly
encountered during the project’s implementation, the applicant must comply with the applicable
statutes and regulations.
This letter does not serve as permission to take any listed or endangered species. As a reminder,
no take of an endangered species is permitted without an Incidental Take Authorization or the
required permits. Anyone who takes a listed or endangered species without an Incidental Take
Authorization or required permit may be subject to criminal and/or civil penalties pursuant to the
Illinois Endangered Species Act, the Fish and Aquatic Life Act, the Wildlife Code and other
applicable authority.
Thank you,
Adam Rawe
Office of Realty & Capital Planning
Illinois Dept. of Natural Resources
One Natural Resources Way
Springfield, IL 62702-1271
Adam.Rawe@illinois.gov
(217)785-4991
hank you,
dam Rawe
152
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Pictures of All
Exterior Walls
Possible Silos,
Please Take
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Foundations
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848.027
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
EXHIBIT F
“WITHOUT PROJECT” CONDITION
HYDROLOGY
175
EXISTING CONDITIONS WATERSHED
EXHIBIT
176
177
“EXIST” PONDPACK OUTPUT AND
INPUT FILES
178
Scenario: 100Yr 24Hr
D E P R E S S I O N 0 0 1 O U T L E T
D E P R E S S I O N 0 0 3 O U T L E T
Page 1 of 127 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-16668/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterEXIST.ppc
179
Scenario Calculation Summary
Scenario Summary
1ID
100Yr 24HrLabel
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Base Active TopologyActive Topology
Base HydrologyHydrology
100Yr 24Hr RRRainfall Runoff
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Base Initial ConditionInitial Condition
Base Boundary ConditionBoundary Condition
Base Infiltration and InflowInfiltration and Inflow
Base OutputOutput
Base User Data ExtensionsUser Data Extensions
72 hour simulationPondPack Engine Calculation Options
Output Summary
hours0.050Output Increment hours72.000Duration
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100Return Event Tag Time-Depth
CurveRainfall Type
in8.6Total Depth 100YR-24HRStorm Event
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ft³/s0.00Target Convergence hours0.050ICPM Time Step
35Maximum Iterations
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Maximum
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Maximum
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Surface
Elevation
(ft)
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Time to
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(years)
ScenarioLabel
(N/A)(N/A)3.8616.0002.895None100100Yr 24Hr001
(N/A)(N/A)4.1416.0003.110None100100Yr 24Hr003
(N/A)(N/A)5.6716.0004.261None100100Yr 24Hr004
(N/A)(N/A)0.0816.0000.063None100100Yr 24Hr005
(N/A)(N/A)1.8116.0001.361None100100Yr 24Hr006
(N/A)(N/A)3.6016.0002.706None100100Yr 24Hr007
(N/A)(N/A)70.9016.25053.921None100100Yr 24Hr011
(N/A)(N/A)0.3316.0000.246None100100Yr 24Hr013
(N/A)(N/A)2.8416.0002.143None100100Yr 24Hr014
(N/A)(N/A)1.5516.0001.167None100100Yr 24Hr015
(N/A)(N/A)3.0616.0002.298None100100Yr 24Hr016
(N/A)(N/A)16.0416.00012.071None100100Yr 24Hr017
(N/A)(N/A)1.7216.0001.293None100100Yr 24Hr018
(N/A)(N/A)8.8116.0006.052None100100Yr 24HrDEPRESSIO
N 001 (IN)
1.564763.658.6416.0505.048None100100Yr 24Hr
DEPRESSIO
N 001
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(N/A)(N/A)2.9216.0002.206None100100Yr 24HrDEPRESSIO
N 002 (IN)
0.814766.742.8916.0501.618None100100Yr 24Hr
DEPRESSIO
N 002
(OUT)
(N/A)(N/A)7.2016.0005.408None100100Yr 24HrDEPRESSIO
N 003 (IN)
Page 1 of 327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterEXIST.ppc 180
Scenario Calculation Summary
Executive Summary (Nodes)
Maximum
Pond
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(ac-ft)
Maximum
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(ft)
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(ft³/s)
Time to
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(years)
ScenarioLabel
1.193770.637.1916.0004.320None100100Yr 24Hr
DEPRESSIO
N 003
(OUT)
(N/A)(N/A)12.3516.0008.492None100100Yr 24HrO-1
(N/A)(N/A)1.8116.0001.361None100100Yr 24HrO-2
(N/A)(N/A)70.9016.25053.921None100100Yr 24Hr
OFFSITE
DEPRESSIO
N 011 (IN)
22.578760.06103.9716.95016.524None100100Yr 24Hr
OFFSITE
DEPRESSIO
N 011
(OUT)
(N/A)(N/A)132.9916.95037.904None100100Yr 24Hr
OFFSITE
DEPRESSIO
N 017 (IN)
37.821760.060.0932.2500.298None100100Yr 24Hr
OFFSITE
DEPRESSIO
N 017
(OUT)
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
Pond InflowDEPRESSION
0018.8116.0006.052UpstreamPond OutletDEPRESSION
001 OUTLET
Pond
Outflow
DEPRESSION
0018.6416.0505.048OutflowPond OutletDEPRESSION
001 OUTLET
8.6416.0505.047LinkPond OutletDEPRESSION
001 OUTLET
OFFSITE
DEPRESSION
017
132.9916.95037.904DownstreamPond OutletDEPRESSION
001 OUTLET
Pond InflowDEPRESSION
0022.9216.0002.206UpstreamPond OutletDEPRESSION
002 OUTLET
Pond
Outflow
DEPRESSION
0022.8916.0501.618OutflowPond OutletDEPRESSION
002 OUTLET
2.8916.0501.618LinkPond OutletDEPRESSION
002 OUTLET
DEPRESSION
0018.8116.0006.052DownstreamPond OutletDEPRESSION
002 OUTLET
Pond InflowDEPRESSION
0037.2016.0005.408UpstreamPond OutletDEPRESSION
003 OUTLET
Pond
Outflow
DEPRESSION
0037.1916.0004.320OutflowPond OutletDEPRESSION
003 OUTLET
7.1916.0004.320LinkPond OutletDEPRESSION
003 OUTLET
O-112.3516.0008.492DownstreamPond OutletDEPRESSION
003 OUTLET
Pond Inflow
OFFSITE
DEPRESSION
011
70.9016.25053.921UpstreamPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
011
103.9716.95016.524OutflowPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Page 2 of 327 Siemon Company Drive Suite 200 W Watertown, CT
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[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterEXIST.ppc 181
Scenario Calculation Summary
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
103.9716.95016.524LinkPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
OFFSITE
DEPRESSION
017
132.9916.95037.904DownstreamPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Pond Inflow
OFFSITE
DEPRESSION
017
132.9916.95037.904UpstreamPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
017
0.0932.2500.298OutflowPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
0.0932.2500.298LinkPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
O-112.3516.0008.492DownstreamPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
Messages
WarningSource
Mass balance for routing volumes vary by more than 0.5 %. (27.6 % of Inflow Volume))Message
(N/A)Time
OFFSITE DEPRESSION 011Label
70Element Id
PondElement Type
100Yr 24HrScenario
40Message Id
Page 3 of 327 Siemon Company Drive Suite 200 W Watertown, CT
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Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterEXIST.ppc 182
Scenario Calculation Summary
Scenario Summary
21ID
100Yr 18HrLabel
Notes
<I> Base Active TopologyActive Topology
<I> Base HydrologyHydrology
100Yr 18Hr RRRainfall Runoff
<I> Base PhysicalPhysical
<I> Base Initial ConditionInitial Condition
<I> Base Boundary ConditionBoundary Condition
<I> Base Infiltration and InflowInfiltration and Inflow
<I> Base OutputOutput
<I> Base User Data ExtensionsUser Data Extensions
72 hour simulationPondPack Engine Calculation Options
Output Summary
hours0.050Output Increment hours72.000Duration
Rainfall Summary
100Return Event Tag Time-Depth
CurveRainfall Type
in8.1Total Depth 100YR-18HRStorm Event
ICPM Output Summary
ft³/s0.00Target Convergence hours0.050ICPM Time Step
35Maximum Iterations
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
(N/A)(N/A)4.7912.0002.672None100100Yr 18Hr001
(N/A)(N/A)5.1412.0002.870None100100Yr 18Hr003
(N/A)(N/A)7.0212.0003.934None100100Yr 18Hr004
(N/A)(N/A)0.1012.0000.058None100100Yr 18Hr005
(N/A)(N/A)2.2512.0001.256None100100Yr 18Hr006
(N/A)(N/A)4.4612.0002.498None100100Yr 18Hr007
(N/A)(N/A)87.1312.35049.759None100100Yr 18Hr011
(N/A)(N/A)0.4112.0000.227None100100Yr 18Hr013
(N/A)(N/A)3.5212.0001.980None100100Yr 18Hr014
(N/A)(N/A)1.9312.0001.078None100100Yr 18Hr015
(N/A)(N/A)3.7912.0002.121None100100Yr 18Hr016
(N/A)(N/A)19.8812.00011.145None100100Yr 18Hr017
(N/A)(N/A)2.1412.0001.194None100100Yr 18Hr018
(N/A)(N/A)10.8612.0005.543None100100Yr 18HrDEPRESSIO
N 001 (IN)
1.630763.6910.3912.7504.539None100100Yr 18Hr
DEPRESSIO
N 001
(OUT)
(N/A)(N/A)3.6312.0002.038None100100Yr 18HrDEPRESSIO
N 002 (IN)
0.834766.763.5312.0501.450None100100Yr 18Hr
DEPRESSIO
N 002
(OUT)
(N/A)(N/A)8.9312.0004.992None100100Yr 18HrDEPRESSIO
N 003 (IN)
Page 1 of 327 Siemon Company Drive Suite 200 W Watertown, CT
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[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterEXIST.ppc 183
Scenario Calculation Summary
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
1.208770.648.9012.0503.904None100100Yr 18Hr
DEPRESSIO
N 003
(OUT)
(N/A)(N/A)15.2912.0007.480None100100Yr 18HrO-1
(N/A)(N/A)2.2512.0001.256None100100Yr 18HrO-2
(N/A)(N/A)87.1312.35049.759None100100Yr 18Hr
OFFSITE
DEPRESSIO
N 011 (IN)
21.552759.87133.0513.00016.376None100100Yr 18Hr
OFFSITE
DEPRESSIO
N 011
(OUT)
(N/A)(N/A)164.5813.00035.993None100100Yr 18Hr
OFFSITE
DEPRESSIO
N 017 (IN)
35.993759.890.000.0000.000None100100Yr 18Hr
OFFSITE
DEPRESSIO
N 017
(OUT)
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
Pond InflowDEPRESSION
00110.8612.0005.543UpstreamPond OutletDEPRESSION
001 OUTLET
Pond
Outflow
DEPRESSION
00110.3912.7504.539OutflowPond OutletDEPRESSION
001 OUTLET
10.3912.7504.538LinkPond OutletDEPRESSION
001 OUTLET
OFFSITE
DEPRESSION
017
164.5813.00035.993DownstreamPond OutletDEPRESSION
001 OUTLET
Pond InflowDEPRESSION
0023.6312.0002.038UpstreamPond OutletDEPRESSION
002 OUTLET
Pond
Outflow
DEPRESSION
0023.5312.0501.450OutflowPond OutletDEPRESSION
002 OUTLET
3.5312.0501.450LinkPond OutletDEPRESSION
002 OUTLET
DEPRESSION
00110.8612.0005.543DownstreamPond OutletDEPRESSION
002 OUTLET
Pond InflowDEPRESSION
0038.9312.0004.992UpstreamPond OutletDEPRESSION
003 OUTLET
Pond
Outflow
DEPRESSION
0038.9012.0503.904OutflowPond OutletDEPRESSION
003 OUTLET
8.9012.0503.904LinkPond OutletDEPRESSION
003 OUTLET
O-115.2912.0007.480DownstreamPond OutletDEPRESSION
003 OUTLET
Pond Inflow
OFFSITE
DEPRESSION
011
87.1312.35049.759UpstreamPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
011
133.0513.00016.376OutflowPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Page 2 of 327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterEXIST.ppc 184
Scenario Calculation Summary
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
133.0513.00016.376LinkPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
OFFSITE
DEPRESSION
017
164.5813.00035.993DownstreamPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Pond Inflow
OFFSITE
DEPRESSION
017
164.5813.00035.993UpstreamPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
017
0.000.0000.000OutflowPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
0.000.0000.000LinkPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
O-115.2912.0007.480DownstreamPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
Messages
WarningSource
Mass balance for routing volumes vary by more than 0.5 %. (23.8 % of Inflow Volume))Message
(N/A)Time
OFFSITE DEPRESSION 011Label
70Element Id
PondElement Type
100Yr 18HrScenario
40Message Id
Page 3 of 327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterEXIST.ppc 185
Scenario Calculation Summary
Scenario Summary
28ID
2Yr 24HrLabel
Notes
Base Active TopologyActive Topology
Base HydrologyHydrology
2Yr 24Hr RRRainfall Runoff
Base PhysicalPhysical
Base Initial ConditionInitial Condition
Base Boundary ConditionBoundary Condition
Base Infiltration and InflowInfiltration and Inflow
Base OutputOutput
Base User Data ExtensionsUser Data Extensions
72 hour simulationPondPack Engine Calculation Options
Output Summary
hours0.050Output Increment hours72.000Duration
Rainfall Summary
2Return Event Tag Time-Depth
CurveRainfall Type
in3.3Total Depth 2YR-24HRStorm Event
ICPM Output Summary
ft³/s0.00Target Convergence hours0.050ICPM Time Step
35Maximum Iterations
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
(N/A)(N/A)1.1316.0000.728None22Yr 24Hr001
(N/A)(N/A)1.2116.0000.782None22Yr 24Hr003
(N/A)(N/A)1.6616.0501.072None22Yr 24Hr004
(N/A)(N/A)0.0216.0000.016None22Yr 24Hr005
(N/A)(N/A)0.5316.0000.342None22Yr 24Hr006
(N/A)(N/A)1.0516.0000.681None22Yr 24Hr007
(N/A)(N/A)20.3417.05013.458None22Yr 24Hr011
(N/A)(N/A)0.1016.0000.062None22Yr 24Hr013
(N/A)(N/A)0.8516.0000.549None22Yr 24Hr014
(N/A)(N/A)0.4516.0000.294None22Yr 24Hr015
(N/A)(N/A)0.8916.0000.578None22Yr 24Hr016
(N/A)(N/A)4.7116.0003.051None22Yr 24Hr017
(N/A)(N/A)0.5116.0000.325None22Yr 24Hr018
(N/A)(N/A)1.7416.0001.115None22Yr 24HrDEPRESSIO
N 001 (IN)
1.050763.330.3024.0000.111None22Yr 24Hr
DEPRESSIO
N 001
(OUT)
(N/A)(N/A)0.8716.0000.564None22Yr 24HrDEPRESSIO
N 002 (IN)
0.564766.460.000.0000.000None22Yr 24Hr
DEPRESSIO
N 002
(OUT)
(N/A)(N/A)2.1116.0001.360None22Yr 24HrDEPRESSIO
N 003 (IN)
Page 1 of 327 Siemon Company Drive Suite 200 W Watertown, CT
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8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterEXIST.ppc 186
Scenario Calculation Summary
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
1.106770.521.0219.1500.272None22Yr 24Hr
DEPRESSIO
N 003
(OUT)
(N/A)(N/A)1.8619.0501.246None22Yr 24HrO-1
(N/A)(N/A)0.5316.0000.342None22Yr 24HrO-2
(N/A)(N/A)20.3417.05013.458None22Yr 24Hr
OFFSITE
DEPRESSIO
N 011 (IN)
7.110756.879.7818.4006.388None22Yr 24Hr
OFFSITE
DEPRESSIO
N 011
(OUT)
(N/A)(N/A)15.3517.00010.622None22Yr 24Hr
OFFSITE
DEPRESSIO
N 017 (IN)
10.622756.850.000.0000.000None22Yr 24Hr
OFFSITE
DEPRESSIO
N 017
(OUT)
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
Pond InflowDEPRESSION
0011.7416.0001.115UpstreamPond OutletDEPRESSION
001 OUTLET
Pond
Outflow
DEPRESSION
0010.3024.0000.111OutflowPond OutletDEPRESSION
001 OUTLET
0.3024.0000.111LinkPond OutletDEPRESSION
001 OUTLET
OFFSITE
DEPRESSION
017
15.3517.00010.622DownstreamPond OutletDEPRESSION
001 OUTLET
Pond InflowDEPRESSION
0020.8716.0000.564UpstreamPond OutletDEPRESSION
002 OUTLET
Pond
Outflow
DEPRESSION
0020.000.0000.000OutflowPond OutletDEPRESSION
002 OUTLET
0.000.0000.000LinkPond OutletDEPRESSION
002 OUTLET
DEPRESSION
0011.7416.0001.115DownstreamPond OutletDEPRESSION
002 OUTLET
Pond InflowDEPRESSION
0032.1116.0001.360UpstreamPond OutletDEPRESSION
003 OUTLET
Pond
Outflow
DEPRESSION
0031.0219.1500.272OutflowPond OutletDEPRESSION
003 OUTLET
1.0219.1500.272LinkPond OutletDEPRESSION
003 OUTLET
O-11.8619.0501.246DownstreamPond OutletDEPRESSION
003 OUTLET
Pond Inflow
OFFSITE
DEPRESSION
011
20.3417.05013.458UpstreamPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
011
9.7818.4006.388OutflowPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Page 2 of 327 Siemon Company Drive Suite 200 W Watertown, CT
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[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterEXIST.ppc 187
Scenario Calculation Summary
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
9.7818.4006.388LinkPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
OFFSITE
DEPRESSION
017
15.3517.00010.622DownstreamPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Pond Inflow
OFFSITE
DEPRESSION
017
15.3517.00010.622UpstreamPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
017
0.000.0000.000OutflowPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
0.000.0000.000LinkPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
O-11.8619.0501.246DownstreamPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
Page 3 of 327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterEXIST.ppc 188
Scenario Calculation Summary
Scenario Summary
34ID
2Yr 18HrLabel
Notes
<I> Base Active TopologyActive Topology
<I> Base HydrologyHydrology
2Yr 18Hr RRRainfall Runoff
<I> Base PhysicalPhysical
<I> Base Initial ConditionInitial Condition
<I> Base Boundary ConditionBoundary Condition
<I> Base Infiltration and InflowInfiltration and Inflow
<I> Base OutputOutput
<I> Base User Data ExtensionsUser Data Extensions
72 hour simulationPondPack Engine Calculation Options
Output Summary
hours0.050Output Increment hours72.000Duration
Rainfall Summary
2Return Event Tag Time-Depth
CurveRainfall Type
in3.1Total Depth 2YR-18HRStorm Event
ICPM Output Summary
ft³/s0.00Target Convergence hours0.050ICPM Time Step
35Maximum Iterations
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
(N/A)(N/A)1.3812.0000.655None22Yr 18Hr001
(N/A)(N/A)1.4712.0000.704None22Yr 18Hr003
(N/A)(N/A)2.0112.0500.965None22Yr 18Hr004
(N/A)(N/A)0.0312.0000.014None22Yr 18Hr005
(N/A)(N/A)0.6512.0000.308None22Yr 18Hr006
(N/A)(N/A)1.2812.0500.613None22Yr 18Hr007
(N/A)(N/A)24.4512.80012.104None22Yr 18Hr011
(N/A)(N/A)0.1212.0000.056None22Yr 18Hr013
(N/A)(N/A)1.0312.0000.495None22Yr 18Hr014
(N/A)(N/A)0.5512.0000.264None22Yr 18Hr015
(N/A)(N/A)1.0812.0500.520None22Yr 18Hr016
(N/A)(N/A)5.7112.0002.748None22Yr 18Hr017
(N/A)(N/A)0.6112.0000.293None22Yr 18Hr018
(N/A)(N/A)2.1112.0001.004None22Yr 18HrDEPRESSIO
N 001 (IN)
1.004763.300.000.0000.000None22Yr 18Hr
DEPRESSIO
N 001
(OUT)
(N/A)(N/A)1.0612.0000.509None22Yr 18HrDEPRESSIO
N 002 (IN)
0.509766.370.000.0000.000None22Yr 18Hr
DEPRESSIO
N 002
(OUT)
(N/A)(N/A)2.5612.0001.224None22Yr 18HrDEPRESSIO
N 003 (IN)
Page 1 of 327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
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[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterEXIST.ppc 189
Scenario Calculation Summary
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
1.100770.510.6915.8500.136None22Yr 18Hr
DEPRESSIO
N 003
(OUT)
(N/A)(N/A)1.8312.0501.013None22Yr 18HrO-1
(N/A)(N/A)0.6512.0000.308None22Yr 18HrO-2
(N/A)(N/A)24.4512.80012.104None22Yr 18Hr
OFFSITE
DEPRESSIO
N 011 (IN)
6.524756.6810.5614.3505.673None22Yr 18Hr
OFFSITE
DEPRESSIO
N 011
(OUT)
(N/A)(N/A)17.3212.8009.385None22Yr 18Hr
OFFSITE
DEPRESSIO
N 017 (IN)
9.385756.650.000.0000.000None22Yr 18Hr
OFFSITE
DEPRESSIO
N 017
(OUT)
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
Pond InflowDEPRESSION
0012.1112.0001.004UpstreamPond OutletDEPRESSION
001 OUTLET
Pond
Outflow
DEPRESSION
0010.000.0000.000OutflowPond OutletDEPRESSION
001 OUTLET
0.000.0000.000LinkPond OutletDEPRESSION
001 OUTLET
OFFSITE
DEPRESSION
017
17.3212.8009.385DownstreamPond OutletDEPRESSION
001 OUTLET
Pond InflowDEPRESSION
0021.0612.0000.509UpstreamPond OutletDEPRESSION
002 OUTLET
Pond
Outflow
DEPRESSION
0020.000.0000.000OutflowPond OutletDEPRESSION
002 OUTLET
0.000.0000.000LinkPond OutletDEPRESSION
002 OUTLET
DEPRESSION
0012.1112.0001.004DownstreamPond OutletDEPRESSION
002 OUTLET
Pond InflowDEPRESSION
0032.5612.0001.224UpstreamPond OutletDEPRESSION
003 OUTLET
Pond
Outflow
DEPRESSION
0030.6915.8500.136OutflowPond OutletDEPRESSION
003 OUTLET
0.6915.8500.136LinkPond OutletDEPRESSION
003 OUTLET
O-11.8312.0501.013DownstreamPond OutletDEPRESSION
003 OUTLET
Pond Inflow
OFFSITE
DEPRESSION
011
24.4512.80012.104UpstreamPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
011
10.5614.3505.673OutflowPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Page 2 of 327 Siemon Company Drive Suite 200 W Watertown, CT
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8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterEXIST.ppc 190
Scenario Calculation Summary
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
10.5614.3505.673LinkPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
OFFSITE
DEPRESSION
017
17.3212.8009.385DownstreamPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Pond Inflow
OFFSITE
DEPRESSION
017
17.3212.8009.385UpstreamPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
017
0.000.0000.000OutflowPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
0.000.0000.000LinkPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
O-11.8312.0501.013DownstreamPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
Page 3 of 327 Siemon Company Drive Suite 200 W Watertown, CT
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21Elevation vs. Volume Curve, 2 years
OFFSITE DEPRESSION 011
20Elevation vs. Volume Curve, 2 years
DEPRESSION 003
19Elevation vs. Volume Curve, 2 years
DEPRESSION 002
18Elevation vs. Volume Curve, 2 years
DEPRESSION 001
17Unit Hydrograph Summary, 2 years
018
16Unit Hydrograph Summary, 2 years
017
15Unit Hydrograph Summary, 2 years
016
14Unit Hydrograph Summary, 2 years
015
13Unit Hydrograph Summary, 2 years
014
12Unit Hydrograph Summary, 2 years
013
11Unit Hydrograph Summary, 2 years
011
10Unit Hydrograph Summary, 2 years
007
9Unit Hydrograph Summary, 2 years
006
8Unit Hydrograph Summary, 2 years
005
7Unit Hydrograph Summary, 2 years
004
6Unit Hydrograph Summary, 2 years
003
5Unit Hydrograph Summary, 2 years
001
3Time-Depth Curve, 2 years
3Time-Depth Curve, 2 years
UPDATED 2YR 12HR-48HR
1Time-Depth Curve, 100 years
1Time-Depth Curve, 100 years
UPDATED 100YR 12HR-48HR
Table of Contents
192
Table of Contents
31Outlet Input Data, 2 years
OFFSITE DEPRESSION 017
29Outlet Input Data, 2 years
OFFSITE DEPRESSION 011
27Outlet Input Data, 2 years
DEPRESSION 003
25Outlet Input Data, 2 years
DEPRESSION 002
23Outlet Input Data, 2 years
DEPRESSION 001
22Elevation vs. Volume Curve, 2 years
OFFSITE DEPRESSION 017
193
Storm Event: 100YR-18HRLabel: UPDATED 100YR 12HR-48HR
Return Event: 100 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 100YR-18HR
100YR-18HR Label
hours0.000Start Time
hours0.750Increment
hours18.000End Time
years100Return Event
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.750 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
0.70.50.30.20.00.000
1.81.61.41.20.93.750
4.23.52.92.52.17.500
7.26.86.35.64.911.250
8.17.97.87.77.515.000
Page 1 of 3327 Siemon Company Drive Suite 200 W Watertown, CT
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194
Storm Event: 100YR-24HRLabel: UPDATED 100YR 12HR-48HR
Return Event: 100 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 100YR-24HR
100YR-24HR Label
hours0.000Start Time
hours1.000Increment
hours24.000End Time
years100Return Event
CUMULATIVE RAINFALL (in)
Output Time Increment = 1.000 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
0.80.60.40.20.00.000
2.01.71.41.21.05.000
4.53.83.12.72.310.000
7.77.36.76.05.215.000
8.68.48.38.28.020.000
Page 2 of 3327 Siemon Company Drive Suite 200 W Watertown, CT
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195
Storm Event: 2YR-18HRLabel: UPDATED 2YR 12HR-48HR
Return Event: 2 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 2YR-18HR
2YR-18HR Label
hours0.000Start Time
hours0.750Increment
hours18.000End Time
years2Return Event
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.750 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
0.30.20.10.10.00.000
0.70.60.50.50.43.750
1.61.41.11.00.87.500
2.82.72.52.21.911.250
3.13.13.03.02.915.000
Page 3 of 3327 Siemon Company Drive Suite 200 W Watertown, CT
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196
Storm Event: 2YR-24HRLabel: UPDATED 2YR 12HR-48HR
Return Event: 2 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 2YR-24HR
2YR-24HR Label
hours0.000Start Time
hours1.000Increment
hours24.000End Time
years2Return Event
CUMULATIVE RAINFALL (in)
Output Time Increment = 1.000 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
0.30.20.10.10.00.000
0.80.70.60.50.45.000
1.71.51.21.00.910.000
3.02.82.62.32.015.000
3.33.33.23.23.120.000
Page 4 of 3327 Siemon Company Drive Suite 200 W Watertown, CT
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197
Storm Event: 2YR-18HRLabel: 001
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.083Time of Concentration
(Composite)
acres5.530Area (User Defined)
hours0.011Computational Time
Increment
hours12.011Time to Peak (Computed)
ft³/s1.38Flow (Peak, Computed)
hours0.050Output Increment
hours12.000Time to Flow (Peak
Interpolated Output)
ft³/s1.38Flow (Peak Interpolated
Output)
Drainage Area
81.000SCS CN (Composite)
acres5.530Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft0.655Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft0.655Volume
SCS Unit Hydrograph Parameters
hours0.083Time of Concentration
(Composite)
hours0.011Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s75.19Unit peak, qp
hours0.056Unit peak time, Tp
hours0.222Unit receding limb, Tr
hours0.278Total unit time, Tb
Page 5 of 3327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
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198
Storm Event: 2YR-18HRLabel: 003
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.140Time of Concentration
(Composite)
acres5.940Area (User Defined)
hours0.019Computational Time
Increment
hours12.021Time to Peak (Computed)
ft³/s1.47Flow (Peak, Computed)
hours0.050Output Increment
hours12.000Time to Flow (Peak
Interpolated Output)
ft³/s1.47Flow (Peak Interpolated
Output)
Drainage Area
81.000SCS CN (Composite)
acres5.940Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft0.704Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft0.704Volume
SCS Unit Hydrograph Parameters
hours0.140Time of Concentration
(Composite)
hours0.019Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s48.07Unit peak, qp
hours0.093Unit peak time, Tp
hours0.373Unit receding limb, Tr
hours0.467Total unit time, Tb
Page 6 of 3327 Siemon Company Drive Suite 200 W Watertown, CT
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199
Storm Event: 2YR-18HRLabel: 004
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.230Time of Concentration
(Composite)
acres8.140Area (User Defined)
hours0.031Computational Time
Increment
hours12.052Time to Peak (Computed)
ft³/s2.01Flow (Peak, Computed)
hours0.050Output Increment
hours12.050Time to Flow (Peak
Interpolated Output)
ft³/s2.01Flow (Peak Interpolated
Output)
Drainage Area
81.000SCS CN (Composite)
acres8.140Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft0.965Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft0.965Volume
SCS Unit Hydrograph Parameters
hours0.230Time of Concentration
(Composite)
hours0.031Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s40.10Unit peak, qp
hours0.153Unit peak time, Tp
hours0.613Unit receding limb, Tr
hours0.767Total unit time, Tb
Page 7 of 3327 Siemon Company Drive Suite 200 W Watertown, CT
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200
Storm Event: 2YR-18HRLabel: 005
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.083Time of Concentration
(Composite)
acres0.120Area (User Defined)
hours0.011Computational Time
Increment
hours12.011Time to Peak (Computed)
ft³/s0.03Flow (Peak, Computed)
hours0.050Output Increment
hours12.000Time to Flow (Peak
Interpolated Output)
ft³/s0.03Flow (Peak Interpolated
Output)
Drainage Area
81.000SCS CN (Composite)
acres0.120Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft0.014Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft0.014Volume
SCS Unit Hydrograph Parameters
hours0.083Time of Concentration
(Composite)
hours0.011Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s1.63Unit peak, qp
hours0.056Unit peak time, Tp
hours0.222Unit receding limb, Tr
hours0.278Total unit time, Tb
Page 8 of 3327 Siemon Company Drive Suite 200 W Watertown, CT
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201
Storm Event: 2YR-18HRLabel: 006
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.100Time of Concentration
(Composite)
acres2.600Area (User Defined)
hours0.013Computational Time
Increment
hours12.013Time to Peak (Computed)
ft³/s0.65Flow (Peak, Computed)
hours0.050Output Increment
hours12.000Time to Flow (Peak
Interpolated Output)
ft³/s0.65Flow (Peak Interpolated
Output)
Drainage Area
81.000SCS CN (Composite)
acres2.600Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft0.308Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft0.308Volume
SCS Unit Hydrograph Parameters
hours0.100Time of Concentration
(Composite)
hours0.013Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s29.46Unit peak, qp
hours0.067Unit peak time, Tp
hours0.267Unit receding limb, Tr
hours0.333Total unit time, Tb
Page 9 of 3327 Siemon Company Drive Suite 200 W Watertown, CT
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202
Storm Event: 2YR-18HRLabel: 007
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.190Time of Concentration
(Composite)
acres5.170Area (User Defined)
hours0.025Computational Time
Increment
hours12.033Time to Peak (Computed)
ft³/s1.28Flow (Peak, Computed)
hours0.050Output Increment
hours12.050Time to Flow (Peak
Interpolated Output)
ft³/s1.28Flow (Peak Interpolated
Output)
Drainage Area
81.000SCS CN (Composite)
acres5.170Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft0.613Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft0.613Volume
SCS Unit Hydrograph Parameters
hours0.190Time of Concentration
(Composite)
hours0.025Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s30.83Unit peak, qp
hours0.127Unit peak time, Tp
hours0.507Unit receding limb, Tr
hours0.633Total unit time, Tb
Page 10 of 3327 Siemon Company Drive Suite 200 W Watertown, CT
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203
Storm Event: 2YR-18HRLabel: 011
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours1.090Time of Concentration
(Composite)
acres103.600Area (User Defined)
hours0.145Computational Time
Increment
hours12.789Time to Peak (Computed)
ft³/s24.45Flow (Peak, Computed)
hours0.050Output Increment
hours12.800Time to Flow (Peak
Interpolated Output)
ft³/s24.45Flow (Peak Interpolated
Output)
Drainage Area
80.700SCS CN (Composite)
acres103.600Area (User Defined)
in2.4Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft12.104Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft12.104Volume
SCS Unit Hydrograph Parameters
hours1.090Time of Concentration
(Composite)
hours0.145Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s107.69Unit peak, qp
hours0.727Unit peak time, Tp
hours2.907Unit receding limb, Tr
hours3.633Total unit time, Tb
Page 11 of 3327 Siemon Company Drive Suite 200 W Watertown, CT
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Storm Event: 2YR-18HRLabel: 013
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.083Time of Concentration
(Composite)
acres0.470Area (User Defined)
hours0.011Computational Time
Increment
hours12.011Time to Peak (Computed)
ft³/s0.12Flow (Peak, Computed)
hours0.050Output Increment
hours12.000Time to Flow (Peak
Interpolated Output)
ft³/s0.12Flow (Peak Interpolated
Output)
Drainage Area
81.000SCS CN (Composite)
acres0.470Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft0.056Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft0.056Volume
SCS Unit Hydrograph Parameters
hours0.083Time of Concentration
(Composite)
hours0.011Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s6.39Unit peak, qp
hours0.056Unit peak time, Tp
hours0.222Unit receding limb, Tr
hours0.278Total unit time, Tb
Page 12 of 3327 Siemon Company Drive Suite 200 W Watertown, CT
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Storm Event: 2YR-18HRLabel: 014
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.090Time of Concentration
(Composite)
acres4.040Area (User Defined)
hours0.012Computational Time
Increment
hours12.012Time to Peak (Computed)
ft³/s1.03Flow (Peak, Computed)
hours0.050Output Increment
hours12.000Time to Flow (Peak
Interpolated Output)
ft³/s1.03Flow (Peak Interpolated
Output)
Drainage Area
81.700SCS CN (Composite)
acres4.040Area (User Defined)
in2.2Maximum Retention
(Pervious)
in0.4Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.5Cumulative Runoff Depth
(Pervious)
ac-ft0.495Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft0.495Volume
SCS Unit Hydrograph Parameters
hours0.090Time of Concentration
(Composite)
hours0.012Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s50.86Unit peak, qp
hours0.060Unit peak time, Tp
hours0.240Unit receding limb, Tr
hours0.300Total unit time, Tb
Page 13 of 3327 Siemon Company Drive Suite 200 W Watertown, CT
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206
Storm Event: 2YR-18HRLabel: 015
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.180Time of Concentration
(Composite)
acres2.230Area (User Defined)
hours0.024Computational Time
Increment
hours12.024Time to Peak (Computed)
ft³/s0.55Flow (Peak, Computed)
hours0.050Output Increment
hours12.000Time to Flow (Peak
Interpolated Output)
ft³/s0.55Flow (Peak Interpolated
Output)
Drainage Area
81.000SCS CN (Composite)
acres2.230Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft0.264Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft0.264Volume
SCS Unit Hydrograph Parameters
hours0.180Time of Concentration
(Composite)
hours0.024Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s14.04Unit peak, qp
hours0.120Unit peak time, Tp
hours0.480Unit receding limb, Tr
hours0.600Total unit time, Tb
Page 14 of 3327 Siemon Company Drive Suite 200 W Watertown, CT
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207
Storm Event: 2YR-18HRLabel: 016
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.200Time of Concentration
(Composite)
acres4.390Area (User Defined)
hours0.027Computational Time
Increment
hours12.027Time to Peak (Computed)
ft³/s1.09Flow (Peak, Computed)
hours0.050Output Increment
hours12.050Time to Flow (Peak
Interpolated Output)
ft³/s1.08Flow (Peak Interpolated
Output)
Drainage Area
81.000SCS CN (Composite)
acres4.390Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft0.520Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft0.520Volume
SCS Unit Hydrograph Parameters
hours0.200Time of Concentration
(Composite)
hours0.027Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s24.87Unit peak, qp
hours0.133Unit peak time, Tp
hours0.533Unit receding limb, Tr
hours0.667Total unit time, Tb
Page 15 of 3327 Siemon Company Drive Suite 200 W Watertown, CT
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208
Storm Event: 2YR-18HRLabel: 017
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.190Time of Concentration
(Composite)
acres22.970Area (User Defined)
hours0.025Computational Time
Increment
hours12.033Time to Peak (Computed)
ft³/s5.72Flow (Peak, Computed)
hours0.050Output Increment
hours12.000Time to Flow (Peak
Interpolated Output)
ft³/s5.71Flow (Peak Interpolated
Output)
Drainage Area
81.200SCS CN (Composite)
acres22.970Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft2.748Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft2.748Volume
SCS Unit Hydrograph Parameters
hours0.190Time of Concentration
(Composite)
hours0.025Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s136.98Unit peak, qp
hours0.127Unit peak time, Tp
hours0.507Unit receding limb, Tr
hours0.633Total unit time, Tb
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Storm Event: 2YR-18HRLabel: 018
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.090Time of Concentration
(Composite)
acres2.470Area (User Defined)
hours0.012Computational Time
Increment
hours12.012Time to Peak (Computed)
ft³/s0.61Flow (Peak, Computed)
hours0.050Output Increment
hours12.000Time to Flow (Peak
Interpolated Output)
ft³/s0.61Flow (Peak Interpolated
Output)
Drainage Area
81.000SCS CN (Composite)
acres2.470Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft0.293Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft0.293Volume
SCS Unit Hydrograph Parameters
hours0.090Time of Concentration
(Composite)
hours0.012Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s31.10Unit peak, qp
hours0.060Unit peak time, Tp
hours0.240Unit receding limb, Tr
hours0.300Total unit time, Tb
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Storm Event: 2YR-18HRLabel: DEPRESSION 001
Return Event: 2 yearsSubsection: Elevation vs. Volume Curve
Elevation-Volume
Pond Volume
(ac-ft)
Pond Elevation
(ft)
0.000762.00
0.528763.00
2.116764.00
4.664765.00
7.939766.00
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Storm Event: 2YR-18HRLabel: DEPRESSION 002
Return Event: 2 yearsSubsection: Elevation vs. Volume Curve
Elevation-Volume
Pond Volume
(ac-ft)
Pond Elevation
(ft)
0.000764.60
0.013765.00
0.284766.00
0.588766.50
1.057767.00
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Storm Event: 2YR-18HRLabel: DEPRESSION 003
Return Event: 2 yearsSubsection: Elevation vs. Volume Curve
Elevation-Volume
Pond Volume
(ac-ft)
Pond Elevation
(ft)
0.000767.50
0.033768.00
0.270769.00
0.745770.00
1.088770.50
1.506771.00
2.523772.00
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Storm Event: 2YR-18HRLabel: OFFSITE DEPRESSION 011
Return Event: 2 yearsSubsection: Elevation vs. Volume Curve
Elevation-Volume
Pond Volume
(ac-ft)
Pond Elevation
(ft)
0.000753.47
0.410754.00
4.551756.00
5.935756.50
7.543757.00
9.414757.50
11.580758.00
22.225760.00
28.401761.00
34.857762.00
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Storm Event: 2YR-18HRLabel: OFFSITE DEPRESSION 017
Return Event: 2 yearsSubsection: Elevation vs. Volume Curve
Elevation-Volume
Pond Volume
(ac-ft)
Pond Elevation
(ft)
0.000753.47
0.319754.00
1.015754.50
1.978755.00
3.371755.50
5.347756.00
17.689758.00
37.066760.00
49.032761.00
61.685762.00
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Storm Event: 2YR-18HRLabel: DEPRESSION 001
Return Event: 2 yearsSubsection: Outlet Input Data
Requested Pond Water Surface Elevations
ft762.00Minimum (Headwater)
ft0.10Increment (Headwater)
ft766.00Maximum (Headwater)
Outlet Connectivity
E2
(ft)
E1
(ft)
OutfallDirectionOutlet IDStructure Type
766.00763.30TWForward +
Reverse001 WeirIrregular Weir
(N/A)(N/A)TailwaterTailwater Settings
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Storm Event: 2YR-18HRLabel: DEPRESSION 001
Return Event: 2 yearsSubsection: Outlet Input Data
Structure ID: 001 Weir
Structure Type: Irregular Weir
Elevation
(ft)
Station
(ft)
766.00-0.01
765.000.00
764.005.00
763.3011.00
763.3021.00
764.0035.00
764.9055.00
765.0058.00
766.0058.01
ft763.30Lowest Elevation
(ft^0.5)/s3.00Weir Coefficient
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Storm Event: 2YR-18HRLabel: DEPRESSION 002
Return Event: 2 yearsSubsection: Outlet Input Data
Requested Pond Water Surface Elevations
ft764.60Minimum (Headwater)
ft0.10Increment (Headwater)
ft767.00Maximum (Headwater)
Outlet Connectivity
E2
(ft)
E1
(ft)
OutfallDirectionOutlet IDStructure Type
767.00766.50TWForward +
Reverse002 WeirIrregular Weir
(N/A)(N/A)TailwaterTailwater Settings
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Storm Event: 2YR-18HRLabel: DEPRESSION 002
Return Event: 2 yearsSubsection: Outlet Input Data
Structure ID: 002 Weir
Structure Type: Irregular Weir
Elevation
(ft)
Station
(ft)
767.0065.50
766.5089.20
767.00110.00
ft766.50Lowest Elevation
(ft^0.5)/s3.00Weir Coefficient
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Storm Event: 2YR-18HRLabel: DEPRESSION 003
Return Event: 2 yearsSubsection: Outlet Input Data
Requested Pond Water Surface Elevations
ft767.50Minimum (Headwater)
ft0.10Increment (Headwater)
ft772.00Maximum (Headwater)
Outlet Connectivity
E2
(ft)
E1
(ft)
OutfallDirectionOutlet IDStructure Type
772.00770.50TWForward003 WeirIrregular Weir
(N/A)(N/A)TailwaterTailwater Settings
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Storm Event: 2YR-18HRLabel: DEPRESSION 003
Return Event: 2 yearsSubsection: Outlet Input Data
Structure ID: 003 Weir
Structure Type: Irregular Weir
Elevation
(ft)
Station
(ft)
772.00-0.01
771.000.00
770.5046.00
770.5090.00
771.00113.00
772.00113.01
ft770.50Lowest Elevation
(ft^0.5)/s3.00Weir Coefficient
Structure ID: TW
Structure Type: TW Setup, DS Channel
Free OutfallTailwater Type
Convergence Tolerances
30Maximum Iterations
ft0.01Tailwater Tolerance
(Minimum)
ft0.50Tailwater Tolerance
(Maximum)
ft0.01Headwater Tolerance
(Minimum)
ft0.50Headwater Tolerance
(Maximum)
ft³/s0.001Flow Tolerance (Minimum)
ft³/s10.000Flow Tolerance (Maximum)
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Storm Event: 2YR-18HRLabel: OFFSITE DEPRESSION 011
Return Event: 2 yearsSubsection: Outlet Input Data
Requested Pond Water Surface Elevations
ft753.47Minimum (Headwater)
ft0.10Increment (Headwater)
ft762.00Maximum (Headwater)
Outlet Connectivity
E2
(ft)
E1
(ft)
OutfallDirectionOutlet IDStructure Type
762.00753.47TWForwardCulvert - 1Culvert-Circular
762.00756.88TWForward +
Reverse011 WeirIrregular Weir
(N/A)(N/A)TailwaterTailwater Settings
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Storm Event: 2YR-18HRLabel: OFFSITE DEPRESSION 011
Return Event: 2 yearsSubsection: Outlet Input Data
Structure ID: 011 Weir
Structure Type: Irregular Weir
Elevation
(ft)
Station
(ft)
762.000.00
757.20198.00
757.02226.00
756.93250.00
756.90283.00
756.88310.00
756.99329.00
757.14348.00
757.20362.00
762.00630.00
ft756.88Lowest Elevation
(ft^0.5)/s3.00Weir Coefficient
Structure ID: Culvert - 1
Structure Type: Culvert-Circular
1Number of Barrels
in24.0Diameter
ft118.00Length
ft118.00Length (Computed Barrel)
ft/ft0.001Slope (Computed)
Outlet Control Data
0.013Manning's n
0.200Ke
0.012Kb
0.200Kr
ft0.00Convergence Tolerance
Inlet Control Data
Form 1Equation Form
0.0045K
2.0000M
0.0317C
0.6900Y
1.095T1 ratio (HW/D)
1.196T2 ratio (HW/D)
-0.500Slope Correction Factor
Use unsubmerged inlet control 0 equation below T1
elevation.
Use submerged inlet control 0 equation above T2
elevation
In transition zone between unsubmerged and submerged
inlet control,
interpolate between flows at T1 & T2...
ft755.66T1 Elevation ft³/s15.55T1 Flow
ft755.86T2 Elevation ft³/s17.77T2 Flow
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Storm Event: 2YR-18HRLabel: OFFSITE DEPRESSION 017
Return Event: 2 yearsSubsection: Outlet Input Data
Requested Pond Water Surface Elevations
ft753.47Minimum (Headwater)
ft0.10Increment (Headwater)
ft762.00Maximum (Headwater)
Outlet Connectivity
E2
(ft)
E1
(ft)
OutfallDirectionOutlet IDStructure Type
762.00760.00TWForward017 WeirIrregular Weir
(N/A)(N/A)TailwaterTailwater Settings
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Storm Event: 2YR-18HRLabel: OFFSITE DEPRESSION 017
Return Event: 2 yearsSubsection: Outlet Input Data
Structure ID: 017 Weir
Structure Type: Irregular Weir
Elevation
(ft)
Station
(ft)
762.000.00
761.0030.00
760.0063.00
761.0099.00
762.00130.00
ft760.00Lowest Elevation
(ft^0.5)/s3.00Weir Coefficient
Structure ID: TW
Structure Type: TW Setup, DS Channel
Free OutfallTailwater Type
Convergence Tolerances
30Maximum Iterations
ft0.01Tailwater Tolerance
(Minimum)
ft0.50Tailwater Tolerance
(Maximum)
ft0.01Headwater Tolerance
(Minimum)
ft0.50Headwater Tolerance
(Maximum)
ft³/s0.001Flow Tolerance (Minimum)
ft³/s10.000Flow Tolerance (Maximum)
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Index
UPDATED 100YR 12HR-48HR (Time-Depth Curve, 100 years)...1, 2
UPDATED 2YR 12HR-48HR (Time-Depth Curve, 2 years)...3, 4
U
OFFSITE DEPRESSION 017 (Outlet Input Data, 2 years)...31, 32
OFFSITE DEPRESSION 017 (Elevation vs. Volume Curve, 2 years)...22
OFFSITE DEPRESSION 011 (Outlet Input Data, 2 years)...29, 30
OFFSITE DEPRESSION 011 (Elevation vs. Volume Curve, 2 years)...21
O
DEPRESSION 003 (Outlet Input Data, 2 years)...27, 28
DEPRESSION 003 (Elevation vs. Volume Curve, 2 years)...20
DEPRESSION 002 (Outlet Input Data, 2 years)...25, 26
DEPRESSION 002 (Elevation vs. Volume Curve, 2 years)...19
DEPRESSION 001 (Outlet Input Data, 2 years)...23, 24
DEPRESSION 001 (Elevation vs. Volume Curve, 2 years)...18
D
018 (Unit Hydrograph Summary, 2 years)...17
017 (Unit Hydrograph Summary, 2 years)...16
016 (Unit Hydrograph Summary, 2 years)...15
015 (Unit Hydrograph Summary, 2 years)...14
014 (Unit Hydrograph Summary, 2 years)...13
013 (Unit Hydrograph Summary, 2 years)...12
011 (Unit Hydrograph Summary, 2 years)...11
007 (Unit Hydrograph Summary, 2 years)...10
006 (Unit Hydrograph Summary, 2 years)...9
005 (Unit Hydrograph Summary, 2 years)...8
004 (Unit Hydrograph Summary, 2 years)...7
003 (Unit Hydrograph Summary, 2 years)...6
001 (Unit Hydrograph Summary, 2 years)...5
0
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PONDPACK SUPPORT CALCULATIONS
227
Worksheet 2: Runoff Curve Number and Runoff
Project Redwood of McHenry By Date 9/19/2022
Location McHenry, IL Rev Date 1/12/2023
Circle one: Present Developed SUBAREA 001
1. Runoff curve number (CN)
CN 1/Area
Soil Name
and
Hydrologic Group
Cover Description
(cover type, treatment, and hydrologic condition; percent
impervious; unconnected/connected impervious area ratio)
Ta
b
l
e
2
-
2
Fi
g
.
2
-
3
Fi
g
.
2
-
4
acres Product of
CN x Area
B Row Crops 81 5.53 447.93
B Impervious Area 98
B Residential Homes 75
1/ Use only one CN source per line.Totals =5.53 447.930
Total Product 447.930
CN (weighted) === 81.000
Total Area 5.530
Use CN = 81.0
2. Runoff
Storm #1 Storm #2 Storm #3
Frequency …………………………………………………………………................. yr
Rainfall ……………………………………………………………………................. in
Runoff, Q …………………………………………………………………................. in
(Use P and CN with table 2-1, fig. 2-1, or eqs. 2-3 and 2-4.)
CMZ
CMZ
228
Worksheet 2: Runoff Curve Number and Runoff
Project Redwood of McHenry By Date 9/19/2022
Location McHenry, IL Rev Date 1/12/2023
Circle one: Present Developed SUBAREA 003
1. Runoff curve number (CN)
CN 1/Area
Soil Name
and
Hydrologic Group
Cover Description
(cover type, treatment, and hydrologic condition; percent
impervious; unconnected/connected impervious area ratio)
Ta
b
l
e
2
-
2
Fi
g
.
2
-
3
Fi
g
.
2
-
4
acres Product of
CN x Area
B Row Crops 81 5.94 481.14
B Impervious Area 98
B Residential Homes 75
1/ Use only one CN source per line.Totals =5.94 481.140
Total Product 481.140
CN (weighted) === 81.000
Total Area 5.940
Use CN = 81.0
2. Runoff
Storm #1 Storm #2 Storm #3
Frequency …………………………………………………………………................. yr
Rainfall ……………………………………………………………………................. in
Runoff, Q …………………………………………………………………................. in
(Use P and CN with table 2-1, fig. 2-1, or eqs. 2-3 and 2-4.)
CMZ
CMZ
229
Worksheet 2: Runoff Curve Number and Runoff
Project Redwood of McHenry By Date 9/19/2022
Location McHenry, IL Rev Date 1/12/2023
Circle one: Present Developed SUBAREA 004
1. Runoff curve number (CN)
CN 1/Area
Soil Name
and
Hydrologic Group
Cover Description
(cover type, treatment, and hydrologic condition; percent
impervious; unconnected/connected impervious area ratio)
Ta
b
l
e
2
-
2
Fi
g
.
2
-
3
Fi
g
.
2
-
4
acres Product of
CN x Area
B Row Crops 81 8.14 659.34
B Impervious Area 98
B Residential Homes 75
1/ Use only one CN source per line.Totals =8.14 659.340
Total Product 659.340
CN (weighted) === 81.000
Total Area 8.140
Use CN = 81.0
2. Runoff
Storm #1 Storm #2 Storm #3
Frequency …………………………………………………………………................. yr
Rainfall ……………………………………………………………………................. in
Runoff, Q …………………………………………………………………................. in
(Use P and CN with table 2-1, fig. 2-1, or eqs. 2-3 and 2-4.)
CMZ
CMZ
230
Worksheet 2: Runoff Curve Number and Runoff
Project Redwood of McHenry By Date 9/19/2022
Location McHenry, IL Rev Date 1/12/2023
Circle one: Present Developed SUBAREA 005
1. Runoff curve number (CN)
CN 1/Area
Soil Name
and
Hydrologic Group
Cover Description
(cover type, treatment, and hydrologic condition; percent
impervious; unconnected/connected impervious area ratio)
Ta
b
l
e
2
-
2
Fi
g
.
2
-
3
Fi
g
.
2
-
4
acres Product of
CN x Area
B Row Crops 81 0.12 9.72
B Impervious Area 98
B Residential Homes 75
1/ Use only one CN source per line.Totals =0.12 9.720
Total Product 9.720
CN (weighted) === 81.000
Total Area 0.120
Use CN = 81.0
2. Runoff
Storm #1 Storm #2 Storm #3
Frequency …………………………………………………………………................. yr
Rainfall ……………………………………………………………………................. in
Runoff, Q …………………………………………………………………................. in
(Use P and CN with table 2-1, fig. 2-1, or eqs. 2-3 and 2-4.)
CMZ
CMZ
231
Worksheet 2: Runoff Curve Number and Runoff
Project Redwood of McHenry By Date 9/19/2022
Location McHenry, IL Rev Date 1/12/2023
Circle one: Present Developed SUBAREA 006
1. Runoff curve number (CN)
CN 1/Area
Soil Name
and
Hydrologic Group
Cover Description
(cover type, treatment, and hydrologic condition; percent
impervious; unconnected/connected impervious area ratio)
Ta
b
l
e
2
-
2
Fi
g
.
2
-
3
Fi
g
.
2
-
4
acres Product of
CN x Area
B Row Crops 81 2.6 210.6
B Impervious Area 98
B Residential Homes 75
1/ Use only one CN source per line.Totals =2.60 210.600
Total Product 210.600
CN (weighted) === 81.000
Total Area 2.600
Use CN = 81.0
2. Runoff
Storm #1 Storm #2 Storm #3
Frequency …………………………………………………………………................. yr
Rainfall ……………………………………………………………………................. in
Runoff, Q …………………………………………………………………................. in
(Use P and CN with table 2-1, fig. 2-1, or eqs. 2-3 and 2-4.)
CMZ
CMZ
232
Worksheet 2: Runoff Curve Number and Runoff
Project Redwood of McHenry By Date 9/19/2022
Location McHenry, IL Rev Date 1/12/2023
Circle one: Present Developed SUBAREA 007
1. Runoff curve number (CN)
CN 1/Area
Soil Name
and
Hydrologic Group
Cover Description
(cover type, treatment, and hydrologic condition; percent
impervious; unconnected/connected impervious area ratio)
Ta
b
l
e
2
-
2
Fi
g
.
2
-
3
Fi
g
.
2
-
4
acres Product of
CN x Area
B Row Crops 81 5.17 418.77
B Impervious Area 98
B Residential Homes 75
1/ Use only one CN source per line.Totals =5.17 418.770
Total Product 418.770
CN (weighted) === 81.000
Total Area 5.170
Use CN = 81.0
2. Runoff
Storm #1 Storm #2 Storm #3
Frequency …………………………………………………………………................. yr
Rainfall ……………………………………………………………………................. in
Runoff, Q …………………………………………………………………................. in
(Use P and CN with table 2-1, fig. 2-1, or eqs. 2-3 and 2-4.)
CMZ
CMZ
233
Worksheet 2: Runoff Curve Number and Runoff
Project Redwood of McHenry By Date 9/19/2022
Location McHenry, IL Rev Date 1/12/2023
Circle one: Present Developed SUBAREA 011
1. Runoff curve number (CN)
CN 1/Area
Soil Name
and
Hydrologic Group
Cover Description
(cover type, treatment, and hydrologic condition; percent
impervious; unconnected/connected impervious area ratio)
Ta
b
l
e
2
-
2
Fi
g
.
2
-
3
Fi
g
.
2
-
4
acres Product of
CN x Area
B Row Crops 81 79.76 6460.56
B Impervious Area 98 5.31 520.38
B Residential Homes 75 12.59 944.25
B Foliage 73 5.94 433.62
1/ Use only one CN source per line.Totals =103.60 8358.810
Total Product 8358.810
CN (weighted) === 80.683
Total Area 103.600
Use CN = 80.7
2. Runoff
Storm #1 Storm #2 Storm #3
Frequency …………………………………………………………………................. yr
Rainfall ……………………………………………………………………................. in
Runoff, Q …………………………………………………………………................. in
(Use P and CN with table 2-1, fig. 2-1, or eqs. 2-3 and 2-4.)
CMZ
CMZ
234
Worksheet 2: Runoff Curve Number and Runoff
Project Redwood of McHenry By Date 9/19/2022
Location McHenry, IL Rev Date 8/1/2023
Circle one: Present Developed SUBAREA 013
1. Runoff curve number (CN)
CN 1/Area
Soil Name
and
Hydrologic Group
Cover Description
(cover type, treatment, and hydrologic condition; percent
impervious; unconnected/connected impervious area ratio)
Ta
b
l
e
2
-
2
Fi
g
.
2
-
3
Fi
g
.
2
-
4
acres Product of
CN x Area
B Row Crops 81 0.47 38.07
B Impervious Area 98
B Residential Homes 75
1/ Use only one CN source per line.Totals =0.47 38.070
Total Product 38.070
CN (weighted) === 81.000
Total Area 0.470
Use CN = 81.0
2. Runoff
Storm #1 Storm #2 Storm #3
Frequency …………………………………………………………………................. yr
Rainfall ……………………………………………………………………................. in
Runoff, Q …………………………………………………………………................. in
(Use P and CN with table 2-1, fig. 2-1, or eqs. 2-3 and 2-4.)
CMZ
CMZ
235
Worksheet 2: Runoff Curve Number and Runoff
Project Redwood of McHenry By Date 9/19/2022
Location McHenry, IL Rev Date 1/12/2023
Circle one: Present Developed SUBAREA 014
1. Runoff curve number (CN)
CN 1/Area
Soil Name
and
Hydrologic Group
Cover Description
(cover type, treatment, and hydrologic condition; percent
impervious; unconnected/connected impervious area ratio)
Ta
b
l
e
2
-
2
Fi
g
.
2
-
3
Fi
g
.
2
-
4
acres Product of
CN x Area
B Row Crops 81 3.88 314.28
B Impervious Area 98 0.16 15.68
B Residential Homes 75
1/ Use only one CN source per line.Totals =4.04 329.960
Total Product 329.960
CN (weighted) === 81.673
Total Area 4.040
Use CN = 81.7
2. Runoff
Storm #1 Storm #2 Storm #3
Frequency …………………………………………………………………................. yr
Rainfall ……………………………………………………………………................. in
Runoff, Q …………………………………………………………………................. in
(Use P and CN with table 2-1, fig. 2-1, or eqs. 2-3 and 2-4.)
CMZ
CMZ
236
Worksheet 2: Runoff Curve Number and Runoff
Project Redwood of McHenry By Date 9/19/2022
Location McHenry, IL Rev Date 1/12/2023
Circle one: Present Developed SUBAREA 015
1. Runoff curve number (CN)
CN 1/Area
Soil Name
and
Hydrologic Group
Cover Description
(cover type, treatment, and hydrologic condition; percent
impervious; unconnected/connected impervious area ratio)
Ta
b
l
e
2
-
2
Fi
g
.
2
-
3
Fi
g
.
2
-
4
acres Product of
CN x Area
B Row Crops 81 2.23 180.63
B Impervious Area 98
B Residential Homes 75
1/ Use only one CN source per line.Totals =2.23 180.630
Total Product 180.630
CN (weighted) === 81.000
Total Area 2.230
Use CN = 81.0
2. Runoff
Storm #1 Storm #2 Storm #3
Frequency …………………………………………………………………................. yr
Rainfall ……………………………………………………………………................. in
Runoff, Q …………………………………………………………………................. in
(Use P and CN with table 2-1, fig. 2-1, or eqs. 2-3 and 2-4.)
CMZ
CMZ
237
Worksheet 2: Runoff Curve Number and Runoff
Project Redwood of McHenry By Date 9/19/2022
Location McHenry, IL Rev Date 1/12/2023
Circle one: Present Developed SUBAREA 016
1. Runoff curve number (CN)
CN 1/Area
Soil Name
and
Hydrologic Group
Cover Description
(cover type, treatment, and hydrologic condition; percent
impervious; unconnected/connected impervious area ratio)
Ta
b
l
e
2
-
2
Fi
g
.
2
-
3
Fi
g
.
2
-
4
acres Product of
CN x Area
B Row Crops 81 4.39 355.59
B Impervious Area 98
B Residential Homes 75
1/ Use only one CN source per line.Totals =4.39 355.590
Total Product 355.590
CN (weighted) === 81.000
Total Area 4.390
Use CN = 81.0
2. Runoff
Storm #1 Storm #2 Storm #3
Frequency …………………………………………………………………................. yr
Rainfall ……………………………………………………………………................. in
Runoff, Q …………………………………………………………………................. in
(Use P and CN with table 2-1, fig. 2-1, or eqs. 2-3 and 2-4.)
CMZ
CMZ
238
Worksheet 2: Runoff Curve Number and Runoff
Project Redwood of McHenry By Date 9/19/2022
Location McHenry, IL Rev Date 1/12/2023
Circle one: Present Developed SUBAREA 017
1. Runoff curve number (CN)
CN 1/Area
Soil Name
and
Hydrologic Group
Cover Description
(cover type, treatment, and hydrologic condition; percent
impervious; unconnected/connected impervious area ratio)
Ta
b
l
e
2
-
2
Fi
g
.
2
-
3
Fi
g
.
2
-
4
acres Product of
CN x Area
B Row Crops 81 22.66 1835.46
B Impervious Area 98 0.31 30.38
B Residential Homes 75
1/ Use only one CN source per line.Totals =22.97 1865.840
Total Product 1865.840
CN (weighted) === 81.229
Total Area 22.970
Use CN = 81.2
2. Runoff
Storm #1 Storm #2 Storm #3
Frequency …………………………………………………………………................. yr
Rainfall ……………………………………………………………………................. in
Runoff, Q …………………………………………………………………................. in
(Use P and CN with table 2-1, fig. 2-1, or eqs. 2-3 and 2-4.)
CMZ
CMZ
239
Worksheet 2: Runoff Curve Number and Runoff
Project Redwood of McHenry By Date 9/19/2022
Location McHenry, IL Rev Date 1/12/2023
Circle one: Present Developed SUBAREA 018
1. Runoff curve number (CN)
CN 1/Area
Soil Name
and
Hydrologic Group
Cover Description
(cover type, treatment, and hydrologic condition; percent
impervious; unconnected/connected impervious area ratio)
Ta
b
l
e
2
-
2
Fi
g
.
2
-
3
Fi
g
.
2
-
4
acres Product of
CN x Area
B Row Crops 81 2.47 200.07
B Impervious Area 98
B Residential Homes 75
1/ Use only one CN source per line.Totals =2.47 200.070
Total Product 200.070
CN (weighted) === 81.000
Total Area 2.470
Use CN = 81.0
2. Runoff
Storm #1 Storm #2 Storm #3
Frequency …………………………………………………………………................. yr
Rainfall ……………………………………………………………………................. in
Runoff, Q …………………………………………………………………................. in
(Use P and CN with table 2-1, fig. 2-1, or eqs. 2-3 and 2-4.)
CMZ
CMZ
240
Project Redwood of McHenry By CMZ Date 1/12/2023
Location McHenry, IL Checked Date
Check one:SUBAREA 001
Check one:
NOTES: Space for as many as two segments per flow type can be used for each worksheet.
Include a map. schematic, or description of flow segments.
Sheet Flow (Applicable to Tc only)Segment ID
1. Surface Description (Table 3-1)RC
2. Manning's roughness coeff., n (Table 3-1) 0.06
3.Flow length, L (total L ? 100 ft)ft 100
4.Two-yr 24-hr rainfall, P2 in 3.34
5. Land slope, s ft/ft 0.065
6.0.007 (nL)0.8 hr 0.048 += 0.05
Tc =
P2
0.5 s0.4
Shallow Concentrated Flow Segment ID
7. Surface description (paved or unpaved)Unpaved
8. Flow length, L 100
9. Watercourse slope, s 0.02
10. Average velocity, V (figure 3-1)2.30
11.L hr 0.012 +=0.01
Tt=
3600 V
Channel Flow Segment ID
12.Cross sectional flow area, a ft2
13. Wetted perimeter, pw ft
14. Hydraulic radius, r= a/pw compute r ft
15. Channel Slope, s ft/ft
16. Manning's roughness coeff., n
17.V= 1.49 r2/3 s1/2 / n ft/s
18. Flow length, L ft
19.L hr +=
Tt=
3600 V
20.Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)hr 0.06
Present Developed
Tc Tt
241
Project Redwood of McHenry By CMZ Date 1/12/2023
Location McHenry, IL Checked Date 8/1/2023
Check one:SUBAREA 003
Check one:
NOTES: Space for as many as two segments per flow type can be used for each worksheet.
Include a map. schematic, or description of flow segments.
Sheet Flow (Applicable to Tc only)Segment ID
1. Surface Description (Table 3-1)RC
2. Manning's roughness coeff., n (Table 3-1) 0.06
3.Flow length, L (total L ? 100 ft)ft 100
4.Two-yr 24-hr rainfall, P2 in 3.34
5. Land slope, s ft/ft 0.008
6.0.007 (nL)0.8 hr 0.111 += 0.11
Tc =
P2
0.5 s0.4
Shallow Concentrated Flow Segment ID
7. Surface description (paved or unpaved)Unpaved
8. Flow length, L 250
9. Watercourse slope, s 0.02
10. Average velocity, V (figure 3-1)2.30
11.L hr 0.030 +=0.03
Tt=
3600 V
Channel Flow Segment ID
12.Cross sectional flow area, a ft2
13. Wetted perimeter, pw ft
14. Hydraulic radius, r= a/pw compute r ft
15. Channel Slope, s ft/ft
16. Manning's roughness coeff., n
17.V= 1.49 r2/3 s1/2 / n ft/s
18. Flow length, L ft
19.L hr +=
Tt=
3600 V
20.Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)hr 0.14
Present Developed
Tc Tt
242
Project Redwood of McHenry By CMZ Date 1/12/2023
Location McHenry, IL Checked Date 8/1/2023
Check one:SUBAREA 004
Check one:
NOTES: Space for as many as two segments per flow type can be used for each worksheet.
Include a map. schematic, or description of flow segments.
Sheet Flow (Applicable to Tc only)Segment ID
1. Surface Description (Table 3-1)RC
2. Manning's roughness coeff., n (Table 3-1) 0.06
3.Flow length, L (total L ? 100 ft)ft 100
4.Two-yr 24-hr rainfall, P2 in 3.34
5. Land slope, s ft/ft 0.005
6.0.007 (nL)0.8 hr 0.134 += 0.13
Tc =
P2
0.5 s0.4
Shallow Concentrated Flow Segment ID
7. Surface description (paved or unpaved)Unpaved
8. Flow length, L 750
9. Watercourse slope, s 0.019
10. Average velocity, V (figure 3-1)2.25
11.L hr 0.093 +=0.09
Tt=
3600 V
Channel Flow Segment ID
12.Cross sectional flow area, a ft2
13. Wetted perimeter, pw ft
14. Hydraulic radius, r= a/pw compute r ft
15. Channel Slope, s ft/ft
16. Manning's roughness coeff., n
17.V= 1.49 r2/3 s1/2 / n ft/s
18. Flow length, L ft
19.L hr +=
Tt=
3600 V
20.Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)hr 0.23
Present Developed
Tc Tt
243
Project Redwood of McHenry By CMZ Date 1/12/2023
Location McHenry, IL Checked Date
Check one:SUBAREA 005
Check one:
NOTES: Space for as many as two segments per flow type can be used for each worksheet.
Include a map. schematic, or description of flow segments.
Sheet Flow (Applicable to Tc only)Segment ID
1. Surface Description (Table 3-1)RC
2. Manning's roughness coeff., n (Table 3-1) 0.06
3.Flow length, L (total L ? 100 ft)ft 75
4.Two-yr 24-hr rainfall, P2 in 3.34
5. Land slope, s ft/ft 0.029
6.0.007 (nL)0.8 hr 0.053 += 0.05
Tc =
P2
0.5 s0.4
Shallow Concentrated Flow Segment ID
7. Surface description (paved or unpaved)Unpaved
8. Flow length, L
9. Watercourse slope, s 0.019
10. Average velocity, V (figure 3-1)2.25
11.L hr +=
Tt=
3600 V
Channel Flow Segment ID
12.Cross sectional flow area, a ft2
13. Wetted perimeter, pw ft
14. Hydraulic radius, r= a/pw compute r ft
15. Channel Slope, s ft/ft
16. Manning's roughness coeff., n
17.V= 1.49 r2/3 s1/2 / n ft/s
18. Flow length, L ft
19.L hr +=
Tt=
3600 V
20.Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)hr 0.05
Present Developed
Tc Tt
244
Project Redwood of McHenry By CMZ Date 1/12/2023
Location McHenry, IL Checked Date
Check one:SUBAREA 006
Check one:
NOTES: Space for as many as two segments per flow type can be used for each worksheet.
Include a map. schematic, or description of flow segments.
Sheet Flow (Applicable to Tc only)Segment ID
1. Surface Description (Table 3-1)RC
2. Manning's roughness coeff., n (Table 3-1) 0.06
3.Flow length, L (total L ? 100 ft)ft 100
4.Two-yr 24-hr rainfall, P2 in 3.34
5. Land slope, s ft/ft 0.05
6.0.007 (nL)0.8 hr 0.053 += 0.05
Tc =
P2
0.5 s0.4
Shallow Concentrated Flow Segment ID
7. Surface description (paved or unpaved)Unpaved
8. Flow length, L 400
9. Watercourse slope, s 0.021
10. Average velocity, V (figure 3-1)2.36
11.L hr 0.047 +=0.05
Tt=
3600 V
Channel Flow Segment ID
12.Cross sectional flow area, a ft2
13. Wetted perimeter, pw ft
14. Hydraulic radius, r= a/pw compute r ft
15. Channel Slope, s ft/ft
16. Manning's roughness coeff., n
17.V= 1.49 r2/3 s1/2 / n ft/s
18. Flow length, L ft
19.L hr +=
Tt=
3600 V
20.Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)hr 0.10
Present Developed
Tc Tt
245
Project Redwood of McHenry By CMZ Date 1/12/2023
Location McHenry, IL Checked Date
Check one:SUBAREA 007
Check one:
NOTES: Space for as many as two segments per flow type can be used for each worksheet.
Include a map. schematic, or description of flow segments.
Sheet Flow (Applicable to Tc only)Segment ID
1. Surface Description (Table 3-1)RC
2. Manning's roughness coeff., n (Table 3-1) 0.06
3.Flow length, L (total L ? 100 ft)ft 100
4.Two-yr 24-hr rainfall, P2 in 3.34
5. Land slope, s ft/ft 0.011
6.0.007 (nL)0.8 hr 0.098 += 0.10
Tc =
P2
0.5 s0.4
Shallow Concentrated Flow Segment ID
7. Surface description (paved or unpaved)Unpaved
8. Flow length, L 600
9. Watercourse slope, s 0.013
10. Average velocity, V (figure 3-1)1.86
11.L hr 0.090 +=0.09
Tt=
3600 V
Channel Flow Segment ID
12.Cross sectional flow area, a ft2
13. Wetted perimeter, pw ft
14. Hydraulic radius, r= a/pw compute r ft
15. Channel Slope, s ft/ft
16. Manning's roughness coeff., n
17.V= 1.49 r2/3 s1/2 / n ft/s
18. Flow length, L ft
19.L hr +=
Tt=
3600 V
20.Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)hr 0.19
Present Developed
Tc Tt
246
Project Redwood of McHenry By CMZ Date 1/12/2023
Location McHenry, IL Checked Date 8/1/2023
Check one:SUBAREA 011
Check one:
NOTES: Space for as many as two segments per flow type can be used for each worksheet.
Include a map. schematic, or description of flow segments.
Sheet Flow (Applicable to Tc only)Segment ID
1. Surface Description (Table 3-1)RC
2. Manning's roughness coeff., n (Table 3-1) 0.06
3.Flow length, L (total L ? 100 ft)ft 100
4.Two-yr 24-hr rainfall, P2 in 3.34
5. Land slope, s ft/ft 0.05
6.0.007 (nL)0.8 hr 0.053 += 0.05
Tc =
P2
0.5 s0.4
Shallow Concentrated Flow Segment ID
7. Surface description (paved or unpaved)Unpaved Paved
8. Flow length, L 4250 50
9. Watercourse slope, s 0.005 0.005
10. Average velocity, V (figure 3-1)1.15 1.47
11.L hr 1.028 +0.01 = 1.04
Tt=
3600 V
Channel Flow Segment ID
12.Cross sectional flow area, a ft2
13. Wetted perimeter, pw ft
14. Hydraulic radius, r= a/pw compute r ft
15. Channel Slope, s ft/ft
16. Manning's roughness coeff., n
17.V= 1.49 r2/3 s1/2 / n ft/s
18. Flow length, L ft
19.L hr +=
Tt=
3600 V
20.Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)hr 1.09
Present Developed
Tc Tt
247
Project Redwood of McHenry By CMZ Date 1/12/2023
Location McHenry, IL Checked Date 8/1/2023
Check one:SUBAREA 013
Check one:
NOTES: Space for as many as two segments per flow type can be used for each worksheet.
Include a map. schematic, or description of flow segments.
Sheet Flow (Applicable to Tc only)Segment ID
1. Surface Description (Table 3-1)RC
2. Manning's roughness coeff., n (Table 3-1) 0.06
3.Flow length, L (total L ? 100 ft)ft 66
4.Two-yr 24-hr rainfall, P2 in 3.34
5. Land slope, s ft/ft 0.02
6.0.007 (nL)0.8 hr 0.055 += 0.06
Tc =
P2
0.5 s0.4
Shallow Concentrated Flow Segment ID
7. Surface description (paved or unpaved)Unpaved
8. Flow length, L
9. Watercourse slope, s
10. Average velocity, V (figure 3-1)
11.L hr +=
Tt=
3600 V
Channel Flow Segment ID
12.Cross sectional flow area, a ft2
13. Wetted perimeter, pw ft
14. Hydraulic radius, r= a/pw compute r ft
15. Channel Slope, s ft/ft
16. Manning's roughness coeff., n
17.V= 1.49 r2/3 s1/2 / n ft/s
18. Flow length, L ft
19.L hr +=
Tt=
3600 V
20.Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)hr 0.06
Present Developed
Tc Tt
248
Project Redwood of McHenry By CMZ Date 1/12/2023
Location McHenry, IL Checked Date
Check one:SUBAREA 014
Check one:
NOTES: Space for as many as two segments per flow type can be used for each worksheet.
Include a map. schematic, or description of flow segments.
Sheet Flow (Applicable to Tc only)Segment ID
1. Surface Description (Table 3-1)RC
2. Manning's roughness coeff., n (Table 3-1) 0.06
3.Flow length, L (total L ? 100 ft)ft 100
4.Two-yr 24-hr rainfall, P2 in 3.34
5. Land slope, s ft/ft 0.022
6.0.007 (nL)0.8 hr 0.074 += 0.07
Tc =
P2
0.5 s0.4
Shallow Concentrated Flow Segment ID
7. Surface description (paved or unpaved)Unpaved
8. Flow length, L 120
9. Watercourse slope, s 0.03
10. Average velocity, V (figure 3-1)2.82
11.L hr 0.012 +=0.01
Tt=
3600 V
Channel Flow Segment ID
12.Cross sectional flow area, a ft2
13. Wetted perimeter, pw ft
14. Hydraulic radius, r= a/pw compute r ft
15. Channel Slope, s ft/ft
16. Manning's roughness coeff., n
17.V= 1.49 r2/3 s1/2 / n ft/s
18. Flow length, L ft
19.L hr +=
Tt=
3600 V
20.Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)hr 0.09
Present Developed
Tc Tt
249
Project Redwood of McHenry By CMZ Date 1/12/2023
Location McHenry, IL Checked Date
Check one:SUBAREA 015
Check one:
NOTES: Space for as many as two segments per flow type can be used for each worksheet.
Include a map. schematic, or description of flow segments.
Sheet Flow (Applicable to Tc only)Segment ID
1. Surface Description (Table 3-1)RC
2. Manning's roughness coeff., n (Table 3-1) 0.06
3.Flow length, L (total L ? 100 ft)ft 100
4.Two-yr 24-hr rainfall, P2 in 3.34
5. Land slope, s ft/ft 0.01
6.0.007 (nL)0.8 hr 0.101 += 0.10
Tc =
P2
0.5 s0.4
Shallow Concentrated Flow Segment ID
7. Surface description (paved or unpaved)Unpaved
8. Flow length, L 550
9. Watercourse slope, s 0.013
10. Average velocity, V (figure 3-1)1.86
11.L hr 0.082 +=0.08
Tt=
3600 V
Channel Flow Segment ID
12.Cross sectional flow area, a ft2
13. Wetted perimeter, pw ft
14. Hydraulic radius, r= a/pw compute r ft
15. Channel Slope, s ft/ft
16. Manning's roughness coeff., n
17.V= 1.49 r2/3 s1/2 / n ft/s
18. Flow length, L ft
19.L hr +=
Tt=
3600 V
20.Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)hr 0.18
Present Developed
Tc Tt
250
Project Redwood of McHenry By CMZ Date 1/12/2023
Location McHenry, IL Checked Date
Check one:SUBAREA 016
Check one:
NOTES: Space for as many as two segments per flow type can be used for each worksheet.
Include a map. schematic, or description of flow segments.
Sheet Flow (Applicable to Tc only)Segment ID
1. Surface Description (Table 3-1)RC
2. Manning's roughness coeff., n (Table 3-1) 0.06
3.Flow length, L (total L ? 100 ft)ft 100
4.Two-yr 24-hr rainfall, P2 in 3.34
5. Land slope, s ft/ft 0.01
6.0.007 (nL)0.8 hr 0.101 += 0.10
Tc =
P2
0.5 s0.4
Shallow Concentrated Flow Segment ID
7. Surface description (paved or unpaved)Unpaved
8. Flow length, L 475
9. Watercourse slope, s 0.007
10. Average velocity, V (figure 3-1)1.36
11.L hr 0.097 +=0.10
Tt=
3600 V
Channel Flow Segment ID
12.Cross sectional flow area, a ft2
13. Wetted perimeter, pw ft
14. Hydraulic radius, r= a/pw compute r ft
15. Channel Slope, s ft/ft
16. Manning's roughness coeff., n
17.V= 1.49 r2/3 s1/2 / n ft/s
18. Flow length, L ft
19.L hr +=
Tt=
3600 V
20.Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)hr 0.20
Present Developed
Tc Tt
251
Project Redwood of McHenry By CMZ Date 1/12/2023
Location McHenry, IL Checked Date 8/1/2023
Check one:SUBAREA 017
Check one:
NOTES: Space for as many as two segments per flow type can be used for each worksheet.
Include a map. schematic, or description of flow segments.
Sheet Flow (Applicable to Tc only)Segment ID
1. Surface Description (Table 3-1)RC
2. Manning's roughness coeff., n (Table 3-1) 0.06
3.Flow length, L (total L ? 100 ft)ft 100
4.Two-yr 24-hr rainfall, P2 in 3.34
5. Land slope, s ft/ft 0.005
6.0.007 (nL)0.8 hr 0.134 += 0.13
Tc =
P2
0.5 s0.4
Shallow Concentrated Flow Segment ID
7. Surface description (paved or unpaved)Unpaved
8. Flow length, L 450
9. Watercourse slope, s 0.02
10. Average velocity, V (figure 3-1)2.30
11.L hr 0.054 +=0.05
Tt=
3600 V
Channel Flow Segment ID
12.Cross sectional flow area, a ft2
13. Wetted perimeter, pw ft
14. Hydraulic radius, r= a/pw compute r ft
15. Channel Slope, s ft/ft
16. Manning's roughness coeff., n
17.V= 1.49 r2/3 s1/2 / n ft/s
18. Flow length, L ft
19.L hr +=
Tt=
3600 V
20.Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)hr 0.19
Present Developed
Tc Tt
252
Project Redwood of McHenry By CMZ Date 1/12/2023
Location McHenry, IL Checked Date
Check one:SUBAREA 018
Check one:
NOTES: Space for as many as two segments per flow type can be used for each worksheet.
Include a map. schematic, or description of flow segments.
Sheet Flow (Applicable to Tc only)Segment ID
1. Surface Description (Table 3-1)RC
2. Manning's roughness coeff., n (Table 3-1) 0.06
3.Flow length, L (total L ? 100 ft)ft 100
4.Two-yr 24-hr rainfall, P2 in 3.34
5. Land slope, s ft/ft 0.02
6.0.007 (nL)0.8 hr 0.077 += 0.08
Tc =
P2
0.5 s0.4
Shallow Concentrated Flow Segment ID
7. Surface description (paved or unpaved)Unpaved
8. Flow length, L 95
9. Watercourse slope, s 0.012
10. Average velocity, V (figure 3-1)1.78
11.L hr 0.015 +=0.01
Tt=
3600 V
Channel Flow Segment ID
12.Cross sectional flow area, a ft2
13. Wetted perimeter, pw ft
14. Hydraulic radius, r= a/pw compute r ft
15. Channel Slope, s ft/ft
16. Manning's roughness coeff., n
17.V= 1.49 r2/3 s1/2 / n ft/s
18. Flow length, L ft
19.L hr +=
Tt=
3600 V
20.Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)hr 0.09
Present Developed
Tc Tt
253
Job #:848.027 Date:September 16, 2022
Project: Redwood of McHenry Revised:August 2, 2023
By:ARF
ELEV. AREA (S.F.) AREA (AC.)
INCREM.
VOLUME
(AC.-Ft.)
CUMULATIVE
VOLUME
(Ac-Ft)
762.00 0 0.000 0.000 0.000
763.00 46015 1.056 0.528 0.528
764.00 92275 2.118 1.587 2.116
765.00 129710 2.978 2.548 4.664
766.00 155685 3.574 3.276 7.939
DEPRESSION 001
BASIN STAGE/ STORAGE RELATIONSHIP
254
Job #:848.027 Date:September 16, 2022
Project: Redwood of McHenry Revised:
By:ARF
ELEV. AREA (S.F.) AREA (AC.)
INCREM.
VOLUME
(AC.-Ft.)
CUMULATIVE
VOLUME
(Ac-Ft)
764.60 0 0.000 0.000 0.000
765.00 2820 0.065 0.013 0.013
766.00 20790 0.477 0.271 0.284
766.50 32120 0.737 0.304 0.588
767.00 49620 1.139 0.469 1.057
OFFSITE DEPRESSION 002
BASIN STAGE/ STORAGE RELATIONSHIP
255
Job #:848.027 Date:September 16, 2022
Project: Redwood of McHenry Revised:August 2, 2023
By:ARF
ELEV. AREA (S.F.) AREA (AC.)
INCREM.
VOLUME
(AC.-Ft.)
CUMULATIVE
VOLUME
(Ac-Ft)
767.50 0 0.000 0.000 0.000
768.00 5790 0.133 0.033 0.033
769.00 14840 0.341 0.237 0.270
770.00 26560 0.610 0.475 0.745
770.50 33195 0.762 0.343 1.088
771.00 39665 0.911 0.418 1.506
772.00 50155 1.151 1.435 2.523
DEPRESSION 003
BASIN STAGE/ STORAGE RELATIONSHIP
256
Job #:848.027 Date:September 16, 2022
Project: Redwood of McHenry Revised:
By:ARF
ELEV. AREA (S.F.) AREA (AC.)
INCREM.
VOLUME
(AC.-Ft.)
CUMULATIVE
VOLUME
(Ac-Ft)
753.47 0 0.000 0.000 0.000
754.00 67430 1.548 0.410 0.410
756.00 112960 2.593 4.141 4.551
756.50 128150 2.942 1.384 5.935
757.00 152015 3.490 1.608 7.543
757.50 173930 3.993 1.871 9.414
758.00 203555 4.673 2.166 11.580
760.00 260140 5.972 10.645 22.225
761.00 277880 6.379 6.176 28.401
762.00 284560 6.533 6.456 34.857
OFFSITE DEPRESSION 011
BASIN STAGE/ STORAGE RELATIONSHIP
257
Job #:848.027 Date:September 16, 2022
Project: Redwood of McHenry Revised:
By:ARF
ELEV. AREA (S.F.) AREA (AC.)
INCREM.
VOLUME
(AC.-Ft.)
CUMULATIVE
VOLUME
(Ac-Ft)
753.47 0 0.000 0.000 0.000
754.00 52510 1.205 0.319 0.319
754.50 68665 1.576 0.695 1.015
755.00 99085 2.275 0.963 1.978
755.50 143665 3.298 1.393 3.371
756.00 200700 4.607 1.976 5.347
758.00 336900 7.734 12.342 17.689
760.00 507170 11.643 19.377 37.066
761.00 535300 12.289 11.966 49.032
762.00 567000 13.017 12.653 61.685
OFFSITE DEPRESSION 017
BASIN STAGE/ STORAGE RELATIONSHIP
258
EXHIBIT G
“WITH PROJECT” CONDITION
HYDROLOGY
259
PROPOSED CONDITIONS WATERSHED
EXHIBIT
260
261
“ONSITE” PONDPACK OUTPUT AND
INPUT FILES
262
Scenario: 100Yr 24Hr
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Scenario Calculation Summary
Scenario Summary
1ID
100Yr 24HrLabel
Notes
Base Active TopologyActive Topology
Base HydrologyHydrology
100Yr 24Hr RRRainfall Runoff
Base PhysicalPhysical
Base Initial ConditionInitial Condition
Base Boundary ConditionBoundary Condition
Base Infiltration and InflowInfiltration and Inflow
Base OutputOutput
Base User Data ExtensionsUser Data Extensions
72 hour simulationPondPack Engine Calculation Options
Output Summary
hours0.050Output Increment hours72.000Duration
Rainfall Summary
100Return Event Tag Time-Depth
CurveRainfall Type
in8.6Total Depth 100YR-24HRStorm Event
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
(N/A)(N/A)19.1816.00014.489None100100Yr 24Hr001
(N/A)(N/A)4.1221.40012.791None100100Yr 24HrO-9
(N/A)(N/A)19.1816.00014.489None100100Yr 24HrSWMF 001
(IN)
10.716765.634.1221.40012.791None100100Yr 24HrSWMF 001
(OUT)
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
Pond InflowSWMF 00119.1816.00014.489UpstreamPond OutletSWMF 001
OUTLET
Pond
OutflowSWMF 0014.1221.40012.791OutflowPond OutletSWMF 001
OUTLET
4.1221.40012.791LinkPond OutletSWMF 001
OUTLET
O-94.1221.40012.791DownstreamPond OutletSWMF 001
OUTLET
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Scenario Calculation Summary
Scenario Summary
21ID
100Yr 18HrLabel
Notes
<I> Base Active TopologyActive Topology
<I> Base HydrologyHydrology
100Yr 18Hr RRRainfall Runoff
<I> Base PhysicalPhysical
<I> Base Initial ConditionInitial Condition
<I> Base Boundary ConditionBoundary Condition
<I> Base Infiltration and InflowInfiltration and Inflow
<I> Base OutputOutput
<I> Base User Data ExtensionsUser Data Extensions
72 hour simulationPondPack Engine Calculation Options
Output Summary
hours0.050Output Increment hours72.000Duration
Rainfall Summary
100Return Event Tag Time-Depth
CurveRainfall Type
in8.1Total Depth 100YR-18HRStorm Event
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
(N/A)(N/A)23.7512.05013.380None100100Yr 18Hr001
(N/A)(N/A)4.0917.65012.043None100100Yr 18HrO-9
(N/A)(N/A)23.7512.05013.380None100100Yr 18HrSWMF 001
(IN)
10.526765.574.0917.65012.043None100100Yr 18HrSWMF 001
(OUT)
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
Pond InflowSWMF 00123.7512.05013.380UpstreamPond OutletSWMF 001
OUTLET
Pond
OutflowSWMF 0014.0917.65012.043OutflowPond OutletSWMF 001
OUTLET
4.0917.65012.043LinkPond OutletSWMF 001
OUTLET
O-94.0917.65012.043DownstreamPond OutletSWMF 001
OUTLET
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Scenario Calculation Summary
Scenario Summary
28ID
2Yr 24HrLabel
Notes
Base Active TopologyActive Topology
Base HydrologyHydrology
2Yr 24Hr RRRainfall Runoff
Base PhysicalPhysical
Base Initial ConditionInitial Condition
Base Boundary ConditionBoundary Condition
Base Infiltration and InflowInfiltration and Inflow
Base OutputOutput
Base User Data ExtensionsUser Data Extensions
72 hour simulationPondPack Engine Calculation Options
Output Summary
hours0.050Output Increment hours72.000Duration
Rainfall Summary
2Return Event Tag Time-Depth
CurveRainfall Type
in3.3Total Depth 2YR-24HRStorm Event
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
(N/A)(N/A)5.6216.1003.672None22Yr 24Hr001
(N/A)(N/A)1.0124.1003.224None22Yr 24HrO-9
(N/A)(N/A)5.6216.1003.672None22Yr 24HrSWMF 001
(IN)
2.863762.851.0124.1003.224None22Yr 24HrSWMF 001
(OUT)
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
Pond InflowSWMF 0015.6216.1003.672UpstreamPond OutletSWMF 001
OUTLET
Pond
OutflowSWMF 0011.0124.1003.224OutflowPond OutletSWMF 001
OUTLET
1.0124.1003.224LinkPond OutletSWMF 001
OUTLET
O-91.0124.1003.224DownstreamPond OutletSWMF 001
OUTLET
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Scenario Calculation Summary
Scenario Summary
34ID
2Yr 18HrLabel
Notes
<I> Base Active TopologyActive Topology
<I> Base HydrologyHydrology
2Yr 18Hr RRRainfall Runoff
<I> Base PhysicalPhysical
<I> Base Initial ConditionInitial Condition
<I> Base Boundary ConditionBoundary Condition
<I> Base Infiltration and InflowInfiltration and Inflow
<I> Base OutputOutput
<I> Base User Data ExtensionsUser Data Extensions
72 hour simulationPondPack Engine Calculation Options
Output Summary
hours0.050Output Increment hours72.000Duration
Rainfall Summary
2Return Event Tag Time-Depth
CurveRainfall Type
in3.1Total Depth 2YR-18HRStorm Event
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
(N/A)(N/A)6.8112.1003.307None22Yr 18Hr001
(N/A)(N/A)0.9918.2002.923None22Yr 18HrO-9
(N/A)(N/A)6.8112.1003.307None22Yr 18HrSWMF 001
(IN)
2.730762.780.9918.2002.923None22Yr 18HrSWMF 001
(OUT)
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
Pond InflowSWMF 0016.8112.1003.307UpstreamPond OutletSWMF 001
OUTLET
Pond
OutflowSWMF 0010.9918.2002.923OutflowPond OutletSWMF 001
OUTLET
0.9918.2002.923LinkPond OutletSWMF 001
OUTLET
O-90.9918.2002.923DownstreamPond OutletSWMF 001
OUTLET
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Table of Contents
7Outlet Input Data, 2 yearsSWMF 001 OUTLET
6Elevation vs. Volume Curve, 2 yearsSWMF 001
5Unit Hydrograph Summary, 2 years001
3Time-Depth Curve, 2 years
3Time-Depth Curve, 2 years
UPDATED 2YR 12HR-48HR
1Time-Depth Curve, 100 years
1Time-Depth Curve, 100 years
UPDATED 100YR 12HR-48HR
268
Storm Event: 100YR-18HRLabel: UPDATED 100YR 12HR-48HR
Return Event: 100 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 100YR-18HR
100YR-18HR Label
hours0.000Start Time
hours0.750Increment
hours18.000End Time
years100Return Event
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.750 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
0.70.50.30.20.00.000
1.81.61.41.20.93.750
4.23.52.92.52.17.500
7.26.86.35.64.911.250
8.17.97.87.77.515.000
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Storm Event: 100YR-24HRLabel: UPDATED 100YR 12HR-48HR
Return Event: 100 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 100YR-24HR
100YR-24HR Label
hours0.000Start Time
hours1.000Increment
hours24.000End Time
years100Return Event
CUMULATIVE RAINFALL (in)
Output Time Increment = 1.000 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
0.80.60.40.20.00.000
2.01.71.41.21.05.000
4.53.83.12.72.310.000
7.77.36.76.05.215.000
8.68.48.38.28.020.000
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Storm Event: 2YR-18HRLabel: UPDATED 2YR 12HR-48HR
Return Event: 2 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 2YR-18HR
2YR-18HR Label
hours0.000Start Time
hours0.750Increment
hours18.000End Time
years2Return Event
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.750 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
0.30.20.10.10.00.000
0.70.60.50.50.43.750
1.61.41.11.00.87.500
2.82.72.52.21.911.250
3.13.13.03.02.915.000
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Storm Event: 2YR-24HRLabel: UPDATED 2YR 12HR-48HR
Return Event: 2 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 2YR-24HR
2YR-24HR Label
hours0.000Start Time
hours1.000Increment
hours24.000End Time
years2Return Event
CUMULATIVE RAINFALL (in)
Output Time Increment = 1.000 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
0.30.20.10.10.00.000
0.80.70.60.50.45.000
1.71.51.21.00.910.000
3.02.82.62.32.015.000
3.33.33.23.23.120.000
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Storm Event: 2YR-18HRLabel: 001
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.370Time of Concentration
(Composite)
acres27.520Area (User Defined)
hours0.049Computational Time
Increment
hours12.087Time to Peak (Computed)
ft³/s6.81Flow (Peak, Computed)
hours0.050Output Increment
hours12.100Time to Flow (Peak
Interpolated Output)
ft³/s6.81Flow (Peak Interpolated
Output)
Drainage Area
81.300SCS CN (Composite)
acres27.520Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft3.307Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft3.307Volume
SCS Unit Hydrograph Parameters
hours0.370Time of Concentration
(Composite)
hours0.049Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s84.27Unit peak, qp
hours0.247Unit peak time, Tp
hours0.987Unit receding limb, Tr
hours1.233Total unit time, Tb
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Storm Event: 2YR-18HRLabel: SWMF 001
Return Event: 2 yearsSubsection: Elevation vs. Volume Curve
Elevation-Volume
Pond Volume
(ac-ft)
Pond Elevation
(ft)
0.000761.30
1.188762.00
3.161763.00
5.627764.00
8.598765.00
11.974766.00
13.797766.50
15.711767.00
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Storm Event: 2YR-18HRLabel: SWMF 001 OUTLET
Return Event: 2 yearsSubsection: Outlet Input Data
Requested Pond Water Surface Elevations
ft761.30Minimum (Headwater)
ft0.10Increment (Headwater)
ft767.00Maximum (Headwater)
Outlet Connectivity
E2
(ft)
E1
(ft)
OutfallDirectionOutlet IDStructure Type
763.20761.51TWForwardOrifice - 2
YROrifice-Circular
767.00763.20TWForwardOrifice- 100
YROrifice-Circular
763.20763.00TWForwardInternal
WeirRectangular Weir
767.00766.50TWForward
EMERGENC
Y
OVERFLOW
Rectangular Weir
(N/A)(N/A)TailwaterTailwater Settings
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Storm Event: 2YR-18HRLabel: SWMF 001 OUTLET
Return Event: 2 yearsSubsection: Outlet Input Data
Structure ID: Internal Weir
Structure Type: Rectangular Weir
1Number of Openings
ft763.00Elevation
ft6.00Weir Length
(ft^0.5)/s3.00Weir Coefficient
Structure ID: Orifice- 100 YR
Structure Type: Orifice-Circular
1Number of Openings
ft761.25Elevation
in8.850Orifice Diameter
0.600Orifice Coefficient
Structure ID: EMERGENCY OVERFLOW
Structure Type: Rectangular Weir
1Number of Openings
ft766.50Elevation
ft20.00Weir Length
(ft^0.5)/s3.00Weir Coefficient
Structure ID: Orifice - 2 YR
Structure Type: Orifice-Circular
1Number of Openings
ft761.25Elevation
in5.750Orifice Diameter
0.600Orifice Coefficient
Structure ID: TW
Structure Type: TW Setup, DS Channel
Free OutfallTailwater Type
Convergence Tolerances
30Maximum Iterations
ft0.01Tailwater Tolerance
(Minimum)
ft0.50Tailwater Tolerance
(Maximum)
ft0.01Headwater Tolerance
(Minimum)
ft0.50Headwater Tolerance
(Maximum)
ft³/s0.001Flow Tolerance (Minimum)
ft³/s10.000Flow Tolerance (Maximum)
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Index
UPDATED 100YR 12HR-48HR (Time-Depth Curve, 100 years)...1, 2
UPDATED 2YR 12HR-48HR (Time-Depth Curve, 2 years)...3, 4
U
SWMF 001 OUTLET (Outlet Input Data, 2 years)...7, 8
SWMF 001 (Elevation vs. Volume Curve, 2 years)...6
S
001 (Unit Hydrograph Summary, 2 years)...5
0
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“PROP” PONDPACK OUTPUT AND
INPUT FILES
278
Scenario: 2Yr 2Hr
O F F SIT E D E P R E S S IO N 0 0 1 O U T L E T
O F FSITE D E P R E S SIO N 017 O U TL ET
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Scenario Calculation Summary
Scenario Summary
1ID
100Yr 24HrLabel
Notes
Base Active TopologyActive Topology
Base HydrologyHydrology
100Yr 24Hr RRRainfall Runoff
Base PhysicalPhysical
Base Initial ConditionInitial Condition
Base Boundary ConditionBoundary Condition
Base Infiltration and InflowInfiltration and Inflow
Base OutputOutput
Base User Data ExtensionsUser Data Extensions
72 hour simulationPondPack Engine Calculation Options
Output Summary
hours0.050Output Increment hours72.000Duration
Rainfall Summary
100Return Event Tag Time-Depth
CurveRainfall Type
in8.6Total Depth 100YR-24HRStorm Event
ICPM Output Summary
ft³/s0.00Target Convergence hours0.050ICPM Time Step
35Maximum Iterations
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
(N/A)(N/A)19.1816.00014.489None100100Yr 24Hr001
(N/A)(N/A)70.9016.25053.921None100100Yr 24Hr011
(N/A)(N/A)0.3316.0000.246None100100Yr 24Hr013
(N/A)(N/A)2.8416.0002.143None100100Yr 24Hr014
(N/A)(N/A)1.5516.0001.167None100100Yr 24Hr015
(N/A)(N/A)3.0616.0002.298None100100Yr 24Hr016
(N/A)(N/A)16.0416.00012.071None100100Yr 24Hr017
(N/A)(N/A)1.7216.0001.293None100100Yr 24Hr018
(N/A)(N/A)5.9136.55010.762None100100Yr 24HrO-11
(N/A)(N/A)0.3316.0000.246None100100Yr 24Hr
OFFSITE
DEPRESSIO
N 001 (IN)
0.040763.330.3316.0000.210None100100Yr 24Hr
OFFSITE
DEPRESSIO
N 001
(OUT)
(N/A)(N/A)70.9016.25053.921None100100Yr 24Hr
OFFSITE
DEPRESSIO
N 011 (IN)
22.873760.10112.5815.75016.616None100100Yr 24Hr
OFFSITE
DEPRESSIO
N 011
(OUT)
(N/A)(N/A)136.5315.75049.772None100100Yr 24Hr
OFFSITE
DEPRESSIO
N 017 (IN)
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[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc 280
Scenario Calculation Summary
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
41.425760.365.9136.55010.762None100100Yr 24Hr
OFFSITE
DEPRESSIO
N 017
(OUT)
(N/A)(N/A)28.3616.00021.391None100100Yr 24HrSWMF 001
(IN)
13.698766.478.8920.25020.875None100100Yr 24HrSWMF 001
(OUT)
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
Pond Inflow
OFFSITE
DEPRESSION
001
0.3316.0000.246UpstreamPond Outlet
OFFSITE
DEPRESSION
001 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
001
0.3316.0000.210OutflowPond Outlet
OFFSITE
DEPRESSION
001 OUTLET
0.3316.0000.210LinkPond Outlet
OFFSITE
DEPRESSION
001 OUTLET
OFFSITE
DEPRESSION
017
136.5315.75049.772DownstreamPond Outlet
OFFSITE
DEPRESSION
001 OUTLET
Pond Inflow
OFFSITE
DEPRESSION
011
70.9016.25053.921UpstreamPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
011
112.5815.75016.616OutflowPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
112.5815.75016.616LinkPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
OFFSITE
DEPRESSION
017
136.5315.75049.772DownstreamPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Pond Inflow
OFFSITE
DEPRESSION
017
136.5315.75049.772UpstreamPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
017
5.9136.55010.762OutflowPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
5.9136.55010.762LinkPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
O-115.9136.55010.762DownstreamPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
Pond InflowSWMF 00128.3616.00021.391UpstreamPond OutletSWMF 001
OUTLET
Pond
OutflowSWMF 0018.8920.25020.875OutflowPond OutletSWMF 001
OUTLET
8.8920.25020.874LinkPond OutletSWMF 001
OUTLET
Page 2 of 327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc 281
Scenario Calculation Summary
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
OFFSITE
DEPRESSION
017
136.5315.75049.772DownstreamPond OutletSWMF 001
OUTLET
Messages
WarningSource
Mass balance for routing volumes vary by more than 0.5 %. (26.8 % of Inflow Volume))Message
(N/A)Time
OFFSITE DEPRESSION 011Label
130Element Id
PondElement Type
100Yr 24HrScenario
40Message Id
Page 3 of 327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc 282
Scenario Calculation Summary
Scenario Summary
21ID
100Yr 18HrLabel
Notes
<I> Base Active TopologyActive Topology
<I> Base HydrologyHydrology
100Yr 18Hr RRRainfall Runoff
<I> Base PhysicalPhysical
<I> Base Initial ConditionInitial Condition
<I> Base Boundary ConditionBoundary Condition
<I> Base Infiltration and InflowInfiltration and Inflow
<I> Base OutputOutput
<I> Base User Data ExtensionsUser Data Extensions
72 hour simulationPondPack Engine Calculation Options
Output Summary
hours0.050Output Increment hours72.000Duration
Rainfall Summary
100Return Event Tag Time-Depth
CurveRainfall Type
in8.1Total Depth 100YR-18HRStorm Event
ICPM Output Summary
ft³/s0.00Target Convergence hours0.050ICPM Time Step
35Maximum Iterations
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
(N/A)(N/A)23.7512.05013.380None100100Yr 18Hr001
(N/A)(N/A)87.1312.35049.759None100100Yr 18Hr011
(N/A)(N/A)0.4112.0000.227None100100Yr 18Hr013
(N/A)(N/A)3.5212.0001.980None100100Yr 18Hr014
(N/A)(N/A)1.9312.0001.078None100100Yr 18Hr015
(N/A)(N/A)3.7912.0002.121None100100Yr 18Hr016
(N/A)(N/A)19.8812.00011.145None100100Yr 18Hr017
(N/A)(N/A)2.1412.0001.194None100100Yr 18Hr018
(N/A)(N/A)5.5032.8509.880None100100Yr 18HrO-11
(N/A)(N/A)0.4112.0000.227None100100Yr 18Hr
OFFSITE
DEPRESSIO
N 001 (IN)
0.041763.340.4012.0000.191None100100Yr 18Hr
OFFSITE
DEPRESSIO
N 001
(OUT)
(N/A)(N/A)87.1312.35049.759None100100Yr 18Hr
OFFSITE
DEPRESSIO
N 011 (IN)
21.952759.95117.2212.30018.000None100100Yr 18Hr
OFFSITE
DEPRESSIO
N 011
(OUT)
(N/A)(N/A)144.3112.30048.677None100100Yr 18Hr
OFFSITE
DEPRESSIO
N 017 (IN)
Page 1 of 327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc 283
Scenario Calculation Summary
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
41.280760.355.5032.8509.880None100100Yr 18Hr
OFFSITE
DEPRESSIO
N 017
(OUT)
(N/A)(N/A)35.1212.00019.753None100100Yr 18HrSWMF 001
(IN)
13.769766.498.9115.85019.340None100100Yr 18HrSWMF 001
(OUT)
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
Pond Inflow
OFFSITE
DEPRESSION
001
0.4112.0000.227UpstreamPond Outlet
OFFSITE
DEPRESSION
001 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
001
0.4012.0000.191OutflowPond Outlet
OFFSITE
DEPRESSION
001 OUTLET
0.4012.0000.191LinkPond Outlet
OFFSITE
DEPRESSION
001 OUTLET
OFFSITE
DEPRESSION
017
144.3112.30048.677DownstreamPond Outlet
OFFSITE
DEPRESSION
001 OUTLET
Pond Inflow
OFFSITE
DEPRESSION
011
87.1312.35049.759UpstreamPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
011
117.2212.30018.000OutflowPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
117.2212.30018.000LinkPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
OFFSITE
DEPRESSION
017
144.3112.30048.677DownstreamPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Pond Inflow
OFFSITE
DEPRESSION
017
144.3112.30048.677UpstreamPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
017
5.5032.8509.880OutflowPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
5.5032.8509.880LinkPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
O-115.5032.8509.880DownstreamPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
Pond InflowSWMF 00135.1212.00019.753UpstreamPond OutletSWMF 001
OUTLET
Pond
OutflowSWMF 0018.9115.85019.340OutflowPond OutletSWMF 001
OUTLET
8.9115.85019.340LinkPond OutletSWMF 001
OUTLET
Page 2 of 327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc 284
Scenario Calculation Summary
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
OFFSITE
DEPRESSION
017
144.3112.30048.677DownstreamPond OutletSWMF 001
OUTLET
Messages
WarningSource
Mass balance for routing volumes vary by more than 0.5 %. (19.7 % of Inflow Volume))Message
(N/A)Time
OFFSITE DEPRESSION 011Label
130Element Id
PondElement Type
100Yr 18HrScenario
40Message Id
Page 3 of 327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc 285
Scenario Calculation Summary
Scenario Summary
28ID
2Yr 24HrLabel
Notes
Base Active TopologyActive Topology
Base HydrologyHydrology
2Yr 24Hr RRRainfall Runoff
Base PhysicalPhysical
Base Initial ConditionInitial Condition
Base Boundary ConditionBoundary Condition
Base Infiltration and InflowInfiltration and Inflow
Base OutputOutput
Base User Data ExtensionsUser Data Extensions
72 hour simulationPondPack Engine Calculation Options
Output Summary
hours0.050Output Increment hours72.000Duration
Rainfall Summary
2Return Event Tag Time-Depth
CurveRainfall Type
in3.3Total Depth 2YR-24HRStorm Event
ICPM Output Summary
ft³/s0.00Target Convergence hours0.050ICPM Time Step
35Maximum Iterations
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
(N/A)(N/A)5.6216.1003.672None22Yr 24Hr001
(N/A)(N/A)20.3417.05013.458None22Yr 24Hr011
(N/A)(N/A)0.1016.0000.062None22Yr 24Hr013
(N/A)(N/A)0.8516.0000.549None22Yr 24Hr014
(N/A)(N/A)0.4516.0000.294None22Yr 24Hr015
(N/A)(N/A)0.8916.0000.578None22Yr 24Hr016
(N/A)(N/A)4.7116.0003.051None22Yr 24Hr017
(N/A)(N/A)0.5116.0000.325None22Yr 24Hr018
(N/A)(N/A)0.000.0000.000None22Yr 24HrO-11
(N/A)(N/A)0.1016.0000.062None22Yr 24Hr
OFFSITE
DEPRESSIO
N 001 (IN)
0.037763.310.0917.0500.026None22Yr 24Hr
OFFSITE
DEPRESSIO
N 001
(OUT)
(N/A)(N/A)20.3417.05013.458None22Yr 24Hr
OFFSITE
DEPRESSIO
N 011 (IN)
7.389756.959.5918.4006.061None22Yr 24Hr
OFFSITE
DEPRESSIO
N 011
(OUT)
(N/A)(N/A)15.7217.00014.209None22Yr 24Hr
OFFSITE
DEPRESSIO
N 017 (IN)
Page 1 of 327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc 286
Scenario Calculation Summary
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
14.209757.440.000.0000.000None22Yr 24Hr
OFFSITE
DEPRESSIO
N 017
(OUT)
(N/A)(N/A)8.3116.0005.417None22Yr 24HrSWMF 001
(IN)
3.680763.212.2721.1005.071None22Yr 24HrSWMF 001
(OUT)
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
Pond Inflow
OFFSITE
DEPRESSION
001
0.1016.0000.062UpstreamPond Outlet
OFFSITE
DEPRESSION
001 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
001
0.0917.0500.026OutflowPond Outlet
OFFSITE
DEPRESSION
001 OUTLET
0.0917.0500.026LinkPond Outlet
OFFSITE
DEPRESSION
001 OUTLET
OFFSITE
DEPRESSION
017
15.7217.00014.209DownstreamPond Outlet
OFFSITE
DEPRESSION
001 OUTLET
Pond Inflow
OFFSITE
DEPRESSION
011
20.3417.05013.458UpstreamPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
011
9.5918.4006.061OutflowPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
9.5918.4006.061LinkPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
OFFSITE
DEPRESSION
017
15.7217.00014.209DownstreamPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Pond Inflow
OFFSITE
DEPRESSION
017
15.7217.00014.209UpstreamPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
017
0.000.0000.000OutflowPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
0.000.0000.000LinkPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
O-110.000.0000.000DownstreamPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
Pond InflowSWMF 0018.3116.0005.417UpstreamPond OutletSWMF 001
OUTLET
Pond
OutflowSWMF 0012.2721.1005.071OutflowPond OutletSWMF 001
OUTLET
2.2721.1005.071LinkPond OutletSWMF 001
OUTLET
Page 2 of 327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc 287
Scenario Calculation Summary
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
OFFSITE
DEPRESSION
017
15.7217.00014.209DownstreamPond OutletSWMF 001
OUTLET
Page 3 of 327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc 288
Scenario Calculation Summary
Scenario Summary
34ID
2Yr 18HrLabel
Notes
<I> Base Active TopologyActive Topology
<I> Base HydrologyHydrology
2Yr 18Hr RRRainfall Runoff
<I> Base PhysicalPhysical
<I> Base Initial ConditionInitial Condition
<I> Base Boundary ConditionBoundary Condition
<I> Base Infiltration and InflowInfiltration and Inflow
<I> Base OutputOutput
<I> Base User Data ExtensionsUser Data Extensions
72 hour simulationPondPack Engine Calculation Options
Output Summary
hours0.050Output Increment hours72.000Duration
Rainfall Summary
2Return Event Tag Time-Depth
CurveRainfall Type
in3.1Total Depth 2YR-18HRStorm Event
ICPM Output Summary
ft³/s0.00Target Convergence hours0.050ICPM Time Step
35Maximum Iterations
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
(N/A)(N/A)6.8112.1003.307None22Yr 18Hr001
(N/A)(N/A)24.4512.80012.104None22Yr 18Hr011
(N/A)(N/A)0.1212.0000.056None22Yr 18Hr013
(N/A)(N/A)1.0312.0000.495None22Yr 18Hr014
(N/A)(N/A)0.5512.0000.264None22Yr 18Hr015
(N/A)(N/A)1.0812.0500.520None22Yr 18Hr016
(N/A)(N/A)5.7112.0002.748None22Yr 18Hr017
(N/A)(N/A)0.6112.0000.293None22Yr 18Hr018
(N/A)(N/A)0.000.0000.000None22Yr 18HrO-11
(N/A)(N/A)0.1212.0000.056None22Yr 18Hr
OFFSITE
DEPRESSIO
N 001 (IN)
0.037763.310.0913.5000.020None22Yr 18Hr
OFFSITE
DEPRESSIO
N 001
(OUT)
(N/A)(N/A)24.4512.80012.104None22Yr 18Hr
OFFSITE
DEPRESSIO
N 011 (IN)
6.654756.7210.3914.3005.454None22Yr 18Hr
OFFSITE
DEPRESSIO
N 011
(OUT)
(N/A)(N/A)17.2213.50012.759None22Yr 18Hr
OFFSITE
DEPRESSIO
N 017 (IN)
Page 1 of 327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc 289
Scenario Calculation Summary
Executive Summary (Nodes)
Maximum
Pond
Storage
(ac-ft)
Maximum
Water
Surface
Elevation
(ft)
Peak Flow
(ft³/s)
Time to
Peak
(hours)
Hydrograph
Volume
(ac-ft)
TruncationReturn
Event
(years)
ScenarioLabel
12.759757.200.000.0000.000None22Yr 18Hr
OFFSITE
DEPRESSIO
N 017
(OUT)
(N/A)(N/A)10.0612.0004.879None22Yr 18HrSWMF 001
(IN)
3.562763.162.2416.6004.537None22Yr 18HrSWMF 001
(OUT)
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
Pond Inflow
OFFSITE
DEPRESSION
001
0.1212.0000.056UpstreamPond Outlet
OFFSITE
DEPRESSION
001 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
001
0.0913.5000.020OutflowPond Outlet
OFFSITE
DEPRESSION
001 OUTLET
0.0913.5000.020LinkPond Outlet
OFFSITE
DEPRESSION
001 OUTLET
OFFSITE
DEPRESSION
017
17.2213.50012.759DownstreamPond Outlet
OFFSITE
DEPRESSION
001 OUTLET
Pond Inflow
OFFSITE
DEPRESSION
011
24.4512.80012.104UpstreamPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
011
10.3914.3005.454OutflowPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
10.3914.3005.454LinkPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
OFFSITE
DEPRESSION
017
17.2213.50012.759DownstreamPond Outlet
OFFSITE
DEPRESSION
011 OUTLET
Pond Inflow
OFFSITE
DEPRESSION
017
17.2213.50012.759UpstreamPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
Pond
Outflow
OFFSITE
DEPRESSION
017
0.000.0000.000OutflowPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
0.000.0000.000LinkPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
O-110.000.0000.000DownstreamPond Outlet
OFFSITE
DEPRESSION
017 OUTLET
Pond InflowSWMF 00110.0612.0004.879UpstreamPond OutletSWMF 001
OUTLET
Pond
OutflowSWMF 0012.2416.6004.537OutflowPond OutletSWMF 001
OUTLET
2.2416.6004.537LinkPond OutletSWMF 001
OUTLET
Page 2 of 327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc 290
Scenario Calculation Summary
Executive Summary (Links)
Node Flow
Direction
End PointPeak Flow
(ft³/s)
Peak Time
(hours)
Hydrograph
Volume
(ac-ft)
LocationTypeLabel
OFFSITE
DEPRESSION
017
17.2213.50012.759DownstreamPond OutletSWMF 001
OUTLET
Page 3 of 327 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc 291
Table of Contents
22Outlet Input Data, 2 years
SWMF 001
20Outlet Input Data, 2 years
OFFSITE DEPRESSION 017
18Outlet Input Data, 2 years
OFFSITE DEPRESSION 001
17Elevation vs. Volume Curve, 2 years
SWMF 001
16Elevation vs. Volume Curve, 2 years
OFFSITE DEPRESSION 017
15Elevation vs. Volume Curve, 2 years
OFFSITE DEPRESSION 011
14Elevation vs. Volume Curve, 2 years
OFFSITE DEPRESSION 001
12Unit Hydrograph (Hydrograph Table), 2 years
018
11Unit Hydrograph Summary, 2 years
017
10Unit Hydrograph Summary, 2 years
016
9Unit Hydrograph Summary, 2 years
015
8Unit Hydrograph Summary, 2 years
014
7Unit Hydrograph Summary, 2 years
013
6Unit Hydrograph Summary, 2 years
011
5Unit Hydrograph Summary, 2 years
001
3Time-Depth Curve, 2 years
3Time-Depth Curve, 2 years
UPDATED 2YR 12HR-48HR
1Time-Depth Curve, 100 years
1Time-Depth Curve, 100 years
UPDATED 100YR 12HR-48HR
292
Storm Event: 100YR-18HRLabel: UPDATED 100YR 12HR-48HR
Return Event: 100 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 100YR-18HR
100YR-18HR Label
hours0.000Start Time
hours0.750Increment
hours18.000End Time
years100Return Event
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.750 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
0.70.50.30.20.00.000
1.81.61.41.20.93.750
4.23.52.92.52.17.500
7.26.86.35.64.911.250
8.17.97.87.77.515.000
Page 1 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
293
Storm Event: 100YR-24HRLabel: UPDATED 100YR 12HR-48HR
Return Event: 100 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 100YR-24HR
100YR-24HR Label
hours0.000Start Time
hours1.000Increment
hours24.000End Time
years100Return Event
CUMULATIVE RAINFALL (in)
Output Time Increment = 1.000 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
0.80.60.40.20.00.000
2.01.71.41.21.05.000
4.53.83.12.72.310.000
7.77.36.76.05.215.000
8.68.48.38.28.020.000
Page 2 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
294
Storm Event: 2YR-18HRLabel: UPDATED 2YR 12HR-48HR
Return Event: 2 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 2YR-18HR
2YR-18HR Label
hours0.000Start Time
hours0.750Increment
hours18.000End Time
years2Return Event
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.750 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
0.30.20.10.10.00.000
0.70.60.50.50.43.750
1.61.41.11.00.87.500
2.82.72.52.21.911.250
3.13.13.03.02.915.000
Page 3 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
295
Storm Event: 2YR-24HRLabel: UPDATED 2YR 12HR-48HR
Return Event: 2 yearsSubsection: Time-Depth Curve
Time-Depth Curve: 2YR-24HR
2YR-24HR Label
hours0.000Start Time
hours1.000Increment
hours24.000End Time
years2Return Event
CUMULATIVE RAINFALL (in)
Output Time Increment = 1.000 hours
Time on left represents time for first value in each row.
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Depth
(in)
Time
(hours)
0.30.20.10.10.00.000
0.80.70.60.50.45.000
1.71.51.21.00.910.000
3.02.82.62.32.015.000
3.33.33.23.23.120.000
Page 4 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
296
Storm Event: 2YR-18HRLabel: 001
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.370Time of Concentration
(Composite)
acres27.520Area (User Defined)
hours0.049Computational Time
Increment
hours12.087Time to Peak (Computed)
ft³/s6.81Flow (Peak, Computed)
hours0.050Output Increment
hours12.100Time to Flow (Peak
Interpolated Output)
ft³/s6.81Flow (Peak Interpolated
Output)
Drainage Area
81.300SCS CN (Composite)
acres27.520Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft3.307Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft3.307Volume
SCS Unit Hydrograph Parameters
hours0.370Time of Concentration
(Composite)
hours0.049Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s84.27Unit peak, qp
hours0.247Unit peak time, Tp
hours0.987Unit receding limb, Tr
hours1.233Total unit time, Tb
Page 5 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
297
Storm Event: 2YR-18HRLabel: 011
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours1.090Time of Concentration
(Composite)
acres103.600Area (User Defined)
hours0.145Computational Time
Increment
hours12.789Time to Peak (Computed)
ft³/s24.45Flow (Peak, Computed)
hours0.050Output Increment
hours12.800Time to Flow (Peak
Interpolated Output)
ft³/s24.45Flow (Peak Interpolated
Output)
Drainage Area
80.700SCS CN (Composite)
acres103.600Area (User Defined)
in2.4Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft12.104Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft12.104Volume
SCS Unit Hydrograph Parameters
hours1.090Time of Concentration
(Composite)
hours0.145Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s107.69Unit peak, qp
hours0.727Unit peak time, Tp
hours2.907Unit receding limb, Tr
hours3.633Total unit time, Tb
Page 6 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
298
Storm Event: 2YR-18HRLabel: 013
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.083Time of Concentration
(Composite)
acres0.470Area (User Defined)
hours0.011Computational Time
Increment
hours12.011Time to Peak (Computed)
ft³/s0.12Flow (Peak, Computed)
hours0.050Output Increment
hours12.000Time to Flow (Peak
Interpolated Output)
ft³/s0.12Flow (Peak Interpolated
Output)
Drainage Area
81.000SCS CN (Composite)
acres0.470Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft0.056Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft0.056Volume
SCS Unit Hydrograph Parameters
hours0.083Time of Concentration
(Composite)
hours0.011Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s6.39Unit peak, qp
hours0.056Unit peak time, Tp
hours0.222Unit receding limb, Tr
hours0.278Total unit time, Tb
Page 7 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
299
Storm Event: 2YR-18HRLabel: 014
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.090Time of Concentration
(Composite)
acres4.040Area (User Defined)
hours0.012Computational Time
Increment
hours12.012Time to Peak (Computed)
ft³/s1.03Flow (Peak, Computed)
hours0.050Output Increment
hours12.000Time to Flow (Peak
Interpolated Output)
ft³/s1.03Flow (Peak Interpolated
Output)
Drainage Area
81.700SCS CN (Composite)
acres4.040Area (User Defined)
in2.2Maximum Retention
(Pervious)
in0.4Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.5Cumulative Runoff Depth
(Pervious)
ac-ft0.495Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft0.495Volume
SCS Unit Hydrograph Parameters
hours0.090Time of Concentration
(Composite)
hours0.012Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s50.86Unit peak, qp
hours0.060Unit peak time, Tp
hours0.240Unit receding limb, Tr
hours0.300Total unit time, Tb
Page 8 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
300
Storm Event: 2YR-18HRLabel: 015
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.180Time of Concentration
(Composite)
acres2.230Area (User Defined)
hours0.024Computational Time
Increment
hours12.024Time to Peak (Computed)
ft³/s0.55Flow (Peak, Computed)
hours0.050Output Increment
hours12.000Time to Flow (Peak
Interpolated Output)
ft³/s0.55Flow (Peak Interpolated
Output)
Drainage Area
81.000SCS CN (Composite)
acres2.230Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft0.264Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft0.264Volume
SCS Unit Hydrograph Parameters
hours0.180Time of Concentration
(Composite)
hours0.024Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s14.04Unit peak, qp
hours0.120Unit peak time, Tp
hours0.480Unit receding limb, Tr
hours0.600Total unit time, Tb
Page 9 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
301
Storm Event: 2YR-18HRLabel: 016
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.200Time of Concentration
(Composite)
acres4.390Area (User Defined)
hours0.027Computational Time
Increment
hours12.027Time to Peak (Computed)
ft³/s1.09Flow (Peak, Computed)
hours0.050Output Increment
hours12.050Time to Flow (Peak
Interpolated Output)
ft³/s1.08Flow (Peak Interpolated
Output)
Drainage Area
81.000SCS CN (Composite)
acres4.390Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft0.520Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft0.520Volume
SCS Unit Hydrograph Parameters
hours0.200Time of Concentration
(Composite)
hours0.027Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s24.87Unit peak, qp
hours0.133Unit peak time, Tp
hours0.533Unit receding limb, Tr
hours0.667Total unit time, Tb
Page 10 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
302
Storm Event: 2YR-18HRLabel: 017
Return Event: 2 yearsSubsection: Unit Hydrograph Summary
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.190Time of Concentration
(Composite)
acres22.970Area (User Defined)
hours0.025Computational Time
Increment
hours12.033Time to Peak (Computed)
ft³/s5.72Flow (Peak, Computed)
hours0.050Output Increment
hours12.000Time to Flow (Peak
Interpolated Output)
ft³/s5.71Flow (Peak Interpolated
Output)
Drainage Area
81.200SCS CN (Composite)
acres22.970Area (User Defined)
in2.3Maximum Retention
(Pervious)
in0.5Maximum Retention
(Pervious, 20 percent)
Cumulative Runoff
in1.4Cumulative Runoff Depth
(Pervious)
ac-ft2.748Runoff Volume (Pervious)
Hydrograph Volume (Area under Hydrograph curve)
ac-ft2.748Volume
SCS Unit Hydrograph Parameters
hours0.190Time of Concentration
(Composite)
hours0.025Computational Time
Increment
483.432Unit Hydrograph Shape
Factor
0.749K Factor
1.670Receding/Rising, Tr/Tp
ft³/s136.98Unit peak, qp
hours0.127Unit peak time, Tp
hours0.507Unit receding limb, Tr
hours0.633Total unit time, Tb
Page 11 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
303
Storm Event: 2YR-18HRLabel: 018
Return Event: 2 yearsSubsection: Unit Hydrograph (Hydrograph Table)
2YR-18HRStorm Event
years2Return Event
hours72.000Duration
in3.1Depth
hours0.090Time of Concentration
(Composite)
acres2.470Area (User Defined)
HYDROGRAPH ORDINATES (ft³/s)
Output Time Increment = 0.050 hours
Time on left represents time for first value in each row.
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Time
(hours)
0.000.000.000.000.004.750
0.010.010.010.010.015.000
0.020.020.020.010.015.250
0.020.020.020.020.025.500
0.030.030.030.030.035.750
0.040.040.040.030.036.000
0.050.050.050.040.046.250
0.060.050.050.050.056.500
0.070.070.070.060.066.750
0.080.080.080.080.077.000
0.090.090.080.080.087.250
0.120.120.110.100.097.500
0.140.130.130.130.137.750
0.150.150.140.140.148.000
0.190.180.180.160.158.250
0.200.200.200.200.198.500
0.220.210.210.210.218.750
0.320.320.300.250.229.000
0.350.340.340.330.339.250
0.370.370.360.360.359.500
0.420.420.410.390.379.750
0.440.440.440.430.4310.000
0.460.460.460.450.4510.250
0.530.520.510.490.4710.500
0.550.540.540.530.5310.750
0.570.560.560.550.5511.000
0.580.580.570.570.5711.250
0.600.590.590.590.5811.500
0.610.610.610.600.6011.750
0.580.580.590.600.6112.000
0.590.590.590.590.5912.250
0.610.600.600.600.6012.500
0.500.500.520.570.6112.750
0.500.500.500.500.5013.000
0.510.510.510.510.5113.250
0.370.380.400.470.5113.500
0.370.370.370.370.3713.750
0.380.380.380.380.3814.000
0.270.270.290.340.3814.250
0.270.270.270.270.2714.500
0.270.270.270.270.2714.750
0.180.180.190.240.2715.000
0.180.180.180.180.1815.250
0.180.180.180.180.1815.500
Page 12 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
304
Storm Event: 2YR-18HRLabel: 018
Return Event: 2 yearsSubsection: Unit Hydrograph (Hydrograph Table)
HYDROGRAPH ORDINATES (ft³/s)
Output Time Increment = 0.050 hours
Time on left represents time for first value in each row.
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Flow
(ft³/s)
Time
(hours)
0.140.140.150.170.1815.750
0.140.140.140.140.1416.000
0.140.140.140.140.1416.250
0.120.120.120.130.1416.500
0.120.120.120.120.1216.750
0.120.120.120.120.1217.000
0.120.120.120.120.1217.250
0.120.120.120.120.1217.500
0.120.120.120.120.1217.750
0.000.010.020.080.1218.000
(N/A)(N/A)(N/A)(N/A)0.0018.250
Page 13 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
305
Storm Event: 2YR-18HRLabel: OFFSITE DEPRESSION 001
Return Event: 2 yearsSubsection: Elevation vs. Volume Curve
Elevation-Volume
Pond Volume
(ac-ft)
Pond Elevation
(ft)
0.000763.00
0.120764.00
0.399765.00
0.849766.00
Page 14 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
306
Storm Event: 2YR-18HRLabel: OFFSITE DEPRESSION 011
Return Event: 2 yearsSubsection: Elevation vs. Volume Curve
Elevation-Volume
Pond Volume
(ac-ft)
Pond Elevation
(ft)
0.000753.47
0.410754.00
4.551756.00
5.935756.50
7.543757.00
9.414757.50
11.580758.00
22.225760.00
28.401761.00
34.857762.00
Page 15 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
307
Storm Event: 2YR-18HRLabel: OFFSITE DEPRESSION 017
Return Event: 2 yearsSubsection: Elevation vs. Volume Curve
Elevation-Volume
Pond Volume
(ac-ft)
Pond Elevation
(ft)
0.000753.47
0.319754.00
1.015754.50
1.978755.00
3.371755.50
5.347756.00
17.689758.00
37.066760.00
49.032761.00
61.685762.00
Page 16 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
308
Storm Event: 2YR-18HRLabel: SWMF 001
Return Event: 2 yearsSubsection: Elevation vs. Volume Curve
Elevation-Volume
Pond Volume
(ac-ft)
Pond Elevation
(ft)
0.000761.30
1.188762.00
3.161763.00
5.627764.00
8.598765.00
11.974766.00
13.797766.50
15.711767.00
Page 17 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
309
Storm Event: 2YR-18HRLabel: OFFSITE DEPRESSION 001
Return Event: 2 yearsSubsection: Outlet Input Data
Requested Pond Water Surface Elevations
ft763.00Minimum (Headwater)
ft0.10Increment (Headwater)
ft766.00Maximum (Headwater)
Outlet Connectivity
E2
(ft)
E1
(ft)
OutfallDirectionOutlet IDStructure Type
766.00763.30TWForward001 Offsite
WeirIrregular Weir
(N/A)(N/A)TailwaterTailwater Settings
Page 18 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
310
Storm Event: 2YR-18HRLabel: OFFSITE DEPRESSION 001
Return Event: 2 yearsSubsection: Outlet Input Data
Structure ID: 001 Offsite Weir
Structure Type: Irregular Weir
Elevation
(ft)
Station
(ft)
766.00-0.01
765.000.00
764.005.00
763.3011.00
763.3021.00
764.0035.00
764.9055.00
765.0058.00
766.0058.01
ft763.30Lowest Elevation
(ft^0.5)/s3.00Weir Coefficient
Page 19 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
311
Storm Event: 2YR-18HRLabel: OFFSITE DEPRESSION 017
Return Event: 2 yearsSubsection: Outlet Input Data
Requested Pond Water Surface Elevations
ft753.47Minimum (Headwater)
ft0.10Increment (Headwater)
ft762.00Maximum (Headwater)
Outlet Connectivity
E2
(ft)
E1
(ft)
OutfallDirectionOutlet IDStructure Type
762.00760.00TWForward017 WeirIrregular Weir
(N/A)(N/A)TailwaterTailwater Settings
Page 20 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
312
Storm Event: 2YR-18HRLabel: OFFSITE DEPRESSION 017
Return Event: 2 yearsSubsection: Outlet Input Data
Structure ID: 017 Weir
Structure Type: Irregular Weir
Elevation
(ft)
Station
(ft)
762.000.00
761.0030.00
760.0063.00
761.0099.00
762.00130.00
ft760.00Lowest Elevation
(ft^0.5)/s3.00Weir Coefficient
Structure ID: TW
Structure Type: TW Setup, DS Channel
Free OutfallTailwater Type
Convergence Tolerances
30Maximum Iterations
ft0.01Tailwater Tolerance
(Minimum)
ft0.50Tailwater Tolerance
(Maximum)
ft0.01Headwater Tolerance
(Minimum)
ft0.50Headwater Tolerance
(Maximum)
ft³/s0.001Flow Tolerance (Minimum)
ft³/s10.000Flow Tolerance (Maximum)
Page 21 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
313
Storm Event: 2YR-18HRLabel: SWMF 001
Return Event: 2 yearsSubsection: Outlet Input Data
Requested Pond Water Surface Elevations
ft761.30Minimum (Headwater)
ft0.10Increment (Headwater)
ft767.00Maximum (Headwater)
Outlet Connectivity
E2
(ft)
E1
(ft)
OutfallDirectionOutlet IDStructure Type
763.50761.51TWForwardOrifice -
2YROrifice-Circular
767.00763.50TWForwardOrifice -
100YROrifice-Circular
763.50763.30TWForwardInternal
WeirRectangular Weir
767.00766.50TWForward
EMERGENC
Y
OVERFLOW
Rectangular Weir
(N/A)(N/A)TailwaterTailwater Settings
Page 22 of 2427 Siemon Company Drive Suite 200 W Watertown, CT
06795 USA +1-203-755-1666
8/2/2023
Bentley PondPack V8i
[08.11.01.56]Bentley Systems, Inc. Haestad Methods Solution CenterPROP.ppc
314
Storm Event: 2YR-18HRLabel: SWMF 001
Return Event: 2 yearsSubsection: Outlet Input Data
Structure ID: Internal Weir
Structure Type: Rectangular Weir
1Number of Openings
ft763.30Elevation
ft6.00Weir Length
(ft^0.5)/s3.00Weir Coefficient
Structure ID: Orifice - 100YR
Structure Type: Orifice-Circular
1Number of Openings
ft761.25Elevation
in12.500Orifice Diameter
0.600Orifice Coefficient
Structure ID: EMERGENCY OVERFLOW
Structure Type: Rectangular Weir
1Number of Openings
ft766.50Elevation
ft20.00Weir Length
(ft^0.5)/s3.00Weir Coefficient
Structure ID: Orifice - 2YR
Structure Type: Orifice-Circular
1Number of Openings
ft761.25Elevation
in8.250Orifice Diameter
0.600Orifice Coefficient
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Index
UPDATED 100YR 12HR-48HR (Time-Depth Curve, 100 years)...1, 2
UPDATED 2YR 12HR-48HR (Time-Depth Curve, 2 years)...3, 4
U
SWMF 001 (Outlet Input Data, 2 years)...22, 23
SWMF 001 (Elevation vs. Volume Curve, 2 years)...17
S
OFFSITE DEPRESSION 017 (Elevation vs. Volume Curve, 2 years)...16
OFFSITE DEPRESSION 017 (Outlet Input Data, 2 years)...20, 21
OFFSITE DEPRESSION 011 (Elevation vs. Volume Curve, 2 years)...15
OFFSITE DEPRESSION 001 (Outlet Input Data, 2 years)...18, 19
OFFSITE DEPRESSION 001 (Elevation vs. Volume Curve, 2 years)...14
O
018 (Unit Hydrograph (Hydrograph Table), 2 years)...12, 13
017 (Unit Hydrograph Summary, 2 years)...11
016 (Unit Hydrograph Summary, 2 years)...10
015 (Unit Hydrograph Summary, 2 years)...9
014 (Unit Hydrograph Summary, 2 years)...8
013 (Unit Hydrograph Summary, 2 years)...7
011 (Unit Hydrograph Summary, 2 years)...6
001 (Unit Hydrograph Summary, 2 years)...5
0
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PONDPACK SUPPORT CALCULATIONS
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Worksheet 2: Runoff Curve Number and Runoff
Project Redwood of McHenry By Date 1/12/2023
Location McHenry, IL Rev Date 8/2/2023
Circle one: Present Developed SUBAREA 001
1. Runoff curve number (CN)
CN 1/Area
Soil Name
and
Hydrologic Group
Cover Description
(cover type, treatment, and hydrologic condition; percent
impervious; unconnected/connected impervious area ratio)
Ta
b
l
e
2
-
2
Fi
g
.
2
-
3
Fi
g
.
2
-
4
acres Product of
CN x Area
B Open Space 61 6.54 398.94
B Impervious Area 98 1.91 187.18
B Apartments 85 16.74 1422.9
NWL 98 2.33 228.34
1/ Use only one CN source per line.Totals =27.52 2237.360
Total Product 2237.360
CN (weighted) === 81.299
Total Area 27.520
Use CN = 81.3
2. Runoff
Storm #1 Storm #2 Storm #3
Frequency …………………………………………………………………................. yr
Rainfall ……………………………………………………………………................. in
Runoff, Q …………………………………………………………………................. in
(Use P and CN with table 2-1, fig. 2-1, or eqs. 2-3 and 2-4.)
CMZ
318
Project Redwood of McHenry By CMZ Date 1/12/2023
Location McHenry, IL Checked Date 8/2/2023
Check one:SUBAREA 001
Check one:
NOTES: Space for as many as two segments per flow type can be used for each worksheet.
Include a map. schematic, or description of flow segments.
Sheet Flow (Applicable to Tc only)Segment ID
1. Surface Description (Table 3-1)Dense Grass
2. Manning's roughness coeff., n (Table 3-1) 0.24
3.Flow length, L (total L ? 100 ft)ft 100
4.Two-yr 24-hr rainfall, P2 in 3.34
5. Land slope, s ft/ft 0.02
6.0.007 (nL)0.8 hr 0.233 += 0.23
Tc =
P2
0.5 s0.4
Shallow Concentrated Flow Segment ID
7. Surface description (paved or unpaved)Unpaved
8. Flow length, L 1150
9. Watercourse slope, s 0.02
10. Average velocity, V (figure 3-1)2.30
11.L hr 0.139 +=0.14
Tt=
3600 V
Channel Flow Segment ID
12.Cross sectional flow area, a ft2
13. Wetted perimeter, pw ft
14. Hydraulic radius, r= a/pw compute r ft
15. Channel Slope, s ft/ft
16. Manning's roughness coeff., n
17.V= 1.49 r2/3 s1/2 / n ft/s
18. Flow length, L ft
19.L hr +=
Tt=
3600 V
20.Watershed or subarea Tc or Tt (add Tt in steps 6, 11, and 19)hr 0.37
Present Developed
Tc Tt
319
Job #:848.027 Date:October 4, 2022
Project: Redwood McHenry Revised: January 12, 2023
Revised:August 2, 2023
By:CMZ
ELEV. AREA (S.F.) AREA (AC.)
INCREM.
VOLUME
(AC.-Ft.)
CUMULATIVE
VOLUME
(Ac-Ft)
761.30 71375 1.639 0.000 0.000
762.00 76485 1.756 1.188 1.188
763.00 95410 2.190 1.973 3.161
764.00 119460 2.742 2.466 5.627
765.00 139310 3.198 2.970 8.598
766.00 154830 3.554 3.376 11.974
766.50 162760 3.736 1.823 13.797
767.00 170790 3.921 1.914 15.711
SWMF 001
BASIN STAGE/ STORAGE RELATIONSHIP
320
Job #:848.027 Date:October 4, 2022
Project: Redwood McHenry Revised:April 17, 2023
Revised:August 2, 2023
By:CMZ
ELEV. AREA (S.F.) AREA (AC.)
INCREM.
VOLUME
(AC.-Ft.)
CUMULATIVE
VOLUME
(Ac-Ft)
763.00 2245 0.052 0.000 0.000
764.00 8190 0.188 0.120 0.120
765.00 16100 0.370 0.279 0.399
766.00 23130 0.531 0.450 0.849
OFFSITE DEPRESSION 001
BASIN STAGE/ STORAGE RELATIONSHIP
321
EXHIBIT H
WETLAND DELINEATION REPORT BY
MIDWEST ECOLOGICAL, INC.
(UNDER SEPARATE COVER AND WILL
BE PROVIDED AT FINAL)
322
EXHIBIT I
ELECTRONIC COPY OF HYDROLOGIC
MODELS
323
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18 H-H
3 C-K
SECONDARY
ENTRY SIGN
PLANTING
BED 150 SF
M-S
UPLIGHT
UPLIGHT
10'
17
'
9 H-H
11 J-B
7 C-K
ANNUALS
9 H-H
11 J-BMAIN ENTRY
SIGN
10'
UPLIGHT
3'
PLANTING
BED 250 SF
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SECONDARY ENTRY PLANT MATERIAL LIST
QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES
18 H-H HEMEROCALLIS 'HAPPY RETURNS' HAPPY RETURNS DAYLILY #1 CONT. CLUMP
10 J-B JUNIPERUS S. 'BROADMOOR' BROADMOOR JUNIPER 18" WIDE B&B
3 C-K CALAMAGROSTIS X AC 'KARL FOERSTER' KARL FOERSTER REED GRASS #2 CONT. CLUMP
MAIN ENTRY SIGN
NOT TO SCALE
NOTES
1. SIGN SHALL BE DOUBLE SIDED, INTERNALLY ILLUMINATED.
TEMPORARY SALES SIGN
NOT TO SCALE
MAIN ENTRY LANDSCAPE PLAN
1"=10'NORTH
SECONDARY ENTRY LANDSCAPE PLAN
1"=10'NORTH
MAIN ENTRY PLANT MATERIAL LIST
QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES
18 H-H HEMEROCALLIS 'HAPPY RETURNS' HAPPY RETURNS DAYLILY #1 CONT. CLUMP
22 J-B JUNIPERUS S. 'BROADMOOR' BROADMOOR JUNIPER 18" WIDE B&B
7 C-K CALAMAGROSTIS X AC 'KARL FOERSTER' KARL FOERSTER REED GRASS #2 CONT. CLUMP
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A/CA/C
A
6 HM-HR
B
RIVERSTONE NO. 34 &
FABRIC AS SHOWN (TYP.)
A/C UNIT (TYP.)
PATIO (TYP.)
UNIT
PLANTINGS
(TYP.)
SIDEWALK
(TYP.)
A/CA/C
AB
PATIO (TYP.)
RIVERSTONE NO.
34 & FABRIC AS
SHOWN (TYP.)
UNIT
PLANTINGS
(TYP.)
SIDEWALK
(TYP.)
A/C UNIT (TYP.)
SIDEWALK
(TYP.)
A/C A/C
18" GRAVEL
MOW STRIP
AB
PATIO (TYP.)
RIVERSTONE NO.
34 & FABRIC AS
SHOWN (TYP.)
UNIT
PLANTINGS
(TYP.)
A/C UNIT (TYP.)
SIDEWALK
(TYP.)
STONE
MULCH
TYP.
A/CA/C
A B
RIVERSTONE NO. 34 &
FABRIC AS SHOWN (TYP.)
A/C UNIT (TYP.)
PATIO (TYP.)
PRIVACY FENCE (TYP.)
UNIT
PLANTINGS
(TYP.)
SIDEWALK
(TYP.)
A/C A/C
STONE
MULCH
TYP.
AB
PATIO (TYP.)
RIVERSTONE NO.
34 & FABRIC AS
SHOWN (TYP.)
UNIT
PLANTINGS
(TYP.)
SIDEWALK
(TYP.)
A/C UNIT (TYP.)
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TYP. WILLOWOOD LANDSCAPE PLAN
TYP. MEADOWOOD/FORESTWOOD
LANDSCAPE PLAN
TYP. HAYDENWOOD LANDSCAPE PLAN
TYP. CAPEWOOD
LANDSCAPE PLAN
TYP. BREEZEWOOD
LANDSCAPE PLAN
TYPICAL UNIT LANDSCAPE PLANS
NOT TO SCALE
PLANTING DETAILS
NOT TO SCALE
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Edition 4.1
Last Revised: 05/24/2022
Redwood Landscape Standards
327
1
Table of Contents
Landscape Standards .................................................................................................................................... 3
Introduction .............................................................................................................................................. 3
Landscape Plan Typical Information ......................................................................................................... 3
Site Plan................................................................................................................................................. 3
Landscape Plan ...................................................................................................................................... 4
Entry (Double-Sided Monument Sign) .................................................................................................. 4
Entry (Boulevard) .................................................................................................................................. 5
Secondary Entry .................................................................................................................................... 5
Street Frontage ..................................................................................................................................... 5
Screening (Perimeter) ........................................................................................................................... 6
Screening (Perimeter with Mounding) ................................................................................................. 6
Screening (Mid-Building) ....................................................................................................................... 7
Unit (Forestwood/ Meadowood/ Capewood) ...................................................................................... 7
Unit (Willowood) ................................................................................................................................... 8
Unit (Haydenwood) ............................................................................................................................... 8
Unit (Breezewood) ................................................................................................................................ 9
Leasing Office and Maintenance ......................................................................................................... 10
Lawn Area Details ................................................................................................................................... 10
No Mow/ Low Mow Areas .................................................................................................................. 12
Gravel Mow Strip ................................................................................................................................ 13
Planting Size Guidelines .......................................................................................................................... 14
Planting Details ....................................................................................................................................... 15
Tree Planting ....................................................................................................................................... 15
Evergreen Tree Planting ...................................................................................................................... 15
Shrub Planting ..................................................................................................................................... 16
Perennial Planting ............................................................................................................................... 16
Planting List ............................................................................................................................................. 17
Northern Midwest (Zone 5/6) ............................................................................................................. 17
Southern Midwest (Zone 6/5) ............................................................................................................. 18
Southern (Zone 7) ............................................................................................................................... 19
Installation Specifications ....................................................................................................................... 20
Zoning and Entitlement Landscape Plans ........................................................................................... 20
Construction Landscape Plans ............................................................................................................ 20
328
2
Installation and Follow-Up Timeline ....................................................................................................... 21
Signage .................................................................................................................................................... 22
Standard Monument Signage ............................................................................................................. 22
Secondary Entrance Signage ............................................................................................................... 23
Seasonal Annuals- Spring .................................................................................................................... 23
Seasonal Annuals- Summer................................................................................................................. 24
Seasonal Annuals- Fall ......................................................................................................................... 25
Privacy Fence ...................................................................................................................................... 26
Split-Rail Fence .................................................................................................................................... 26
Lighting ................................................................................................................................................ 27
Planting Areas/ Mulch ......................................................................................................................... 28
Site Amenities ......................................................................................................................................... 29
Mail Center.......................................................................................................................................... 29
Resident Pavilion/ Pergola .................................................................................................................. 30
Fountains, Aerators, and Bubblers ..................................................................................................... 31
Irrigation Design Standards ......................................................................................................................... 33
Product .................................................................................................................................................... 33
Irrigation Plan Design Layout .................................................................................................................. 33
General Requirements ........................................................................................................................ 33
Specific Requirements ........................................................................................................................ 33
Sleeve Plan .............................................................................................................................................. 34
Typicals ................................................................................................................................................ 35
Irrigation Plan .......................................................................................................................................... 36
Providers ................................................................................................................................................. 37
329
3
Landscape Standards
Introduction
The aesthetic appearance of every Redwood Neighborhood is important to the overall brand identity of
the company, which has been built on the basis of quality and consistency in product. The purpose of
the Landscape Design Standards is to establish specific guidelines for all portions of site development
relating to the landscaping of proposed neighborhoods. This document is to be used as a reference tool
throughout the design process by all consultants who are assisting Redwood with the entitlement
process, including landscape design.
In instances where Redwood’s landscape standards do not align with municipal codes, the project’s
Acquisition Manager is responsible for getting any variances approved during approval process. At
times, it will be necessary to deviate from these standards based on physical characteristics of the site,
or to fulfill certain jurisdictional or municipal requirements. Any departure from the established
standards within this document is to be submitted for review and approval by Redwood prior to any
formal submittal for zoning or entitlement approval. This communication will ensure brand integrity is
maintained, and will identify any construction or ongoing maintenance cost implications that may be
incurred.
Landscape Plan Typical Information
Site Plan
The production of landscape plans for entitlement, construction, and bidding shall utilize the standard
design concepts outlined in the following section to ensure that consistency is applied to the landscape
aesthetic for all sites. It is understood that certain municipalities may require additional landscaping to
fulfill code requirements for buffer, streetscape, etc. The landscape architect shall coordinate and
communicate any variations required for landscape plan approval to Redwood as early on within the
design process as possible, to be included in preliminary cost budgeting.
330
4
Landscape Plan
Entry (Double-Sided Monument Sign)
331
5
Entry (Boulevard)
Secondary Entry
Street Frontage
332
6
Screening (Perimeter)
Screening (Perimeter with Mounding)
333
7
Screening (Mid-Building)
Unit (Forestwood/ Meadowood/ Capewood)
334
8
Unit (Willowood)
Unit (Haydenwood)
335
9
Unit (Breezewood)
336
10
Leasing Office and Maintenance
Lawn Area Details
Project sites shall utilize a combination of sod, seed, and areas of no mow/low mow grass.
x Areas directly adjacent to the structures shall be installed with sod to promote a positive and
instantaneous aesthetic and maintain erosion control.
x Seed shall be utilized in larger open areas between buildings, around retention basins, and in
programmed open lawn areas.
x All remaining areas shall utilize a no mow/low mix of grass. This mixture will lessen the impact
to overall maintenance of the site as well as reduce irrigation costs. Specific mixture types may
vary per market area, so consult with local landscape contractor to verify best choice.
x Bermuda grass shall be used as standard seed in North and South Carolina.
337
11
338
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No Mow/ Low Mow Areas
LOW MOW/ NO MOW LAWN MIX
% PURE SEED VARIETY ORIGIN GERM
24.91% Quatro Sheeps Fescue OR 90%
24.62% Longfellow II Chewing Fescue OR 90%
24.46% Cindy Lou Creeping Red Fescue OR 85%
24.19% Eureka II Hard Fescue OR 85%
00.00% Other Crop Seed
01.80% Inert Matter
00.03% Weed Seed
*NOTE: New markets may warrant alternative plant selection due to availability
and hardiness
339
13
Gravel Mow Strip
All buildings shall have a gravel strip along all sides of the foundation that do not have landscaping.
x Along Sides of Building: 18” wide
x Along Rear of Buildings: 3’ wide (minimum), that spans the width of AC unit pads and resident
patios extending from building
340
14
Planting Size Guidelines
Tree size minimums for project frontage and entry:
x Shade
x Ornamental
x Ornamental multi-stem
x Evergreen
2” caliper, balled & burlapped
1.5” caliper, balled & burlapped or 10-gallon container
6’-8’ height, balled & burlapped or 10-gallon container
6’-8’ height, balled & burlapped
Tree size minimums for all trees located internally to project:
x Shade
x Ornamental
x Ornamental multi-stem
x Evergreen
1.75” caliper, balled & burlapped or 10-gallon container
1.5” caliper, balled & burlapped or 10-gallon container
6’ height, balled & burlapped or 10-gallon container
6’ height, balled & burlapped
Plant size minimums at installation:
x Deciduous & Evergreen Shrubs
x Ornamental Grasses
x Perennials
18”-24” height, 3-gallon container (min)
1-gallon container
1-gallon container
341
15
Planting Details
Planting installation details may vary based upon regional conditions. Landscape Architect shall utilize
these details as a basis of design and modify accordingly.
Tree Planting
Evergreen Tree Planting
342
16
Shrub Planting
Perennial Planting
343
17
Planting List
Northern Midwest (Zone 5/6)
SCIENTIFIC NAME COMMON NAME
SHADE TREES
Acer rubrum ‘Autumn Blaze’ Autumn Blaze Red Maple
Betula nigra ‘Heritage’ Heritage River Birch
Metasequoia glyptostroboides Dawn Redwood
Nyssa sylvatica Black Gum
Quercus alba White Oak
Quercus rubra Red Oak
Taxodium distichum Bald Cypress
STREET TREES
Acer rubrum ‘Red Sunset’ Red Sunset Red Maple
Carpinus betulus ‘Fastigiata’ Pyramidal European Hornbeam
Gleditsia tricanthos f. inermis ‘Skycole’ Skyline Honeylocust
Platanus acerifolia ‘Bloodgood’ Bloodgood London Planetree
Tilia cordata ‘Greenspire’ Greenspire Littleleaf Linden
Ulmus americana ‘Princeton’ Princeton Elm
ORNAMENTAL TREES
Amelanchier × grandiflora ‘Autumn Brilliance’ Autumn Brilliance Serviceberry
Cornus kousa ‘Milky Way’ Milky Way Chinese Dogwood
Malus ‘Prairiefire’ Prairiefire Crabapple
Malus ‘Spring Snow’ (fruitless) Spring Snow Crabapple
Malus ‘Sugar Tyme’ Sugar Tyme Crabapple
Syringa reticulata ‘Ivory Silk’ Japanese Tree Lilac
EVERGREEN TREES
Abies x. concolor Concolor (white) fir
Juniperus virginiana Eastern Red Cedar
Picea abies Norway Spruce
Picea glauca White Spruce
Pinus strobus Eastern White Pine
Thuja plicata Green Giant’ Western Arborvitae
EVERGREEN SHRUBS
Buxus m. k. ‘Winter Gem’ Winter Gem Boxwood
Chamaecyparis pisifera ‘Filfera’ Green Thread Falsecypress
Juniperus x chinensis ‘Saybrook Gold’ Saybrook Gold Juniper
Juniperus chinensis sargentii ‘Viridis’ Green Sargent Juniper
Juniperus chinensis ‘Nick’s Compact’ Nick’s Compact Juniper
Juniperus sabina ’Buffalo’ Buffalo Juniper
Taxus x media ‘Densiformus’ or ‘Everlow’ Dense or Everlow Yew
DECIDUOUS SHRUBS
Cornus sericea ‘Isanti’ Isanti Redtwig Dogwood
Hydrangea paniculata ‘Little Lime’ Little Lime Hydrangea
Physocarpus opulus ‘Tiny Wine’ Tiny Wine Ninebark
Spiraea japonica ‘Little Princess’ Little Princess Spiraea
Spieaea japonica ‘Gold Flame’ Gold Flame Spirea
Syringa meyeri ‘Palabin’ Dwarf Korean Lilac
Viburnum nudum ‘Winterthur’ Winterthur Viburnum
PERENNIALS AND ORNAMENTAL GRASSES
Calamagrostis x acutiflora ‘Karl Foerster’ Karl Foerster Reed Grass
Helictotrichon sempervirens ‘Sapphire’ Sapphire Blue Oat Grass
Hemerocallis ‘Happy Returns’ Happy Returns Daylily
Hemerocallis ‘Pardon Me’ Pardon Me Daylily
Rudbeckia fulgida ‘Goldsturm’ Goldsturm Blackeyed Susan
Miscanthus sinensis ‘Adagio or Purpurescens’ Adagio or Purple Maiden Grass
*NOTE: New markets may warrant alternative plant selection due to availability and hardiness
344
18
Southern Midwest (Zone 6/5)
SCIENTIFIC NAME COMMON NAME
SHADE TREES
Acer rubrum ‘Autumn Blaze’ Autumn Blaze Red Maple
Acer rubrum ‘Red Sunset’ Red Sunset Red Maple
Acer rubrum ‘October Glory’ October Glory Red Maple
Betula nigra ‘Heritage’ Heritage River Birch
Liquidambar styraciflua (fruitless var.) American Sweetgum
Zelkova serrata ‘Green Vase’ Green Vase Japanese Zelkova
STREET TREES
Acer miyabe ‘State Street’ State Street Miyabe Maple
Acer rubrum ‘Franksred Jr.’ Redpointe Red Maple
Platanus acerifolia ‘Bloodgood’ Bloodgood London Planetree
Tilia cordata ‘Greenspire’ Greenspire Littleleaf Linden
Ulmus americana ‘Frontier’ Frontier Elm
ORNAMENTAL TREES
Amelanchier × grandiflora ‘Autumn Brilliance’ Autumn Brilliance Serviceberry
Cornus kousa ‘Milky Way’ Milky Way Chinese Dogwood
Cornus mas Cornelian-cherry Dogwood
Magnolia stellata Star Magnolia
Magnolia soulangenana Saucer Magnolia
Malus ‘Prairiefire’ Prairiefire Crabapple
Malus ‘Snowdrift’ Snowdrift Crabapple
Prunus virginiana ‘Canada Red’ Canada Red Chokecherry
EVERGREEN TREES
Juniperus virginana Eastern Red Cedar
Picea abies Norway Spruce
Picea glauca White Spruce
Pinus strobus Eastern White Pine
EVERGREEN SHRUBS
Buxus x. ‘Green Mountain’ Green Mountain Boxwood
Chamaecyparis pisifera ‘Gold Mop’ Gold Mop Falsecypress
Euonymus fortunei ‘Roemertwo’ Gold Splash Wintercreeper
Ilex ‘Blue Princess’ & ‘Blue Prince’ Royal Family Holly (need at least one male pollinator)
Juniperus chinensis ‘Nick’s Compact’ Nick’s Compact Green Juniper
Juniperus chinensis ‘Saybrook Gold’ Saybrook Gold Juniper
Taxus x media ‘Densiformus’ or ‘Everlow’ Dense or Everlow Yew
DECIDUOUS SHRUBS
Hydrangea macrophylla ‘Forever Pink’ Forever Pink Hydrangea
Itea virginica ‘Little Henry’ Little Henry Virginia Sweetspire
Spiraea japonica ‘Gold Mound’ Gold Mound Spiraea
Spiraea japonica ‘Little Princess’ Little Princess Spiraea
Syringa patula ‘Miss Kim’ Miss Kim Korean Lilac
Viburnum carlesii Koreanspice Viburnum
Weigela ‘Spilled Wine’ Spilled Wine Weigela
PERENNIALS AND ORNAMENTAL GRASSES
Calamagrostis x acutiflora ‘Karl Foerster’ Karl Foerster Reed Grass
Liriope muscari ‘Big Blue’ Big Blue Lilyturf
Heuchera americana Coral Bell
Hemerocallis ‘Happy Returns’ Happy Returns Daylily
Hosta spp. (mixed species) Hosta
Pennisetum alopecuroides Fountain Grass
Miscanthus sinensis ‘Adagio’ or ‘Morning Light’ Adagio or Morning Light Maiden Grass
Rudbeckia fulgida ‘Goldsturm’ Goldsturm Black-eyed Susan
*NOTE: New markets may warrant alternative plant selection due to availability and hardiness
345
19
Southern (Zone 7)
SCIENTIFIC NAME COMMON NAME
SHADE TREES
Acer rubrum ‘October Glory’ October Glory Maple
Liquidambar styraciflua American Sweetgum
Platanus occidentalis American Sycamore
Quercus alba or bicolor White or Swamp White Oak
Quercus lyrata Overcup Oak
STREET TREES
Acer x freemanii ‘Armstrong’ Armstrong Maple
Acer buergerianum Trident Maple
Carpinus caroliniana American Hornbeam
Ulmus parvifolia ‘Bosque’ Bosque Chinese Elm
Quercus phellos Willow Oak
Quercus shumardii Shumard Oak
Zelkova serrata ‘Green Vase’ Green Vase Zelkova
ORNAMENTAL TREES
Lagerstroemia indica Crape Myrtle
Magnolia stellata Star Magnolia
Prunus x yedoensis Yoshino Cherry
Prunus serrulata ‘Kwanzan’ Kwanzan Flowering Cherry
EVERGREEN TREES
Cryptomeria japonica Japanese Cedar
Cupressus arizonica ‘Carolina Sapphire’ Carolina Sapphire Arizona Cypress
Magnolia grandiflora ‘Bracken’s Brown Beauty’ Bracken’s Southern Magnolia
Quercus virginiana Live Oak
Thuja standishii x plicata ‘Green Giant’ Green Giant Arborvitae
EVERGREEN SHRUBS
Azalea indica ‘Mrs. G.G. Gerbing’ Mrs. G.G. Gerbing Azalea
Buxus ‘Wintergreen’ Wintergreen Boxwood
Cleyera japonica Japanese Cleyera
Distylium ‘Vintage Jade’ Vintage Jade Distylium
Ilex cornuta ‘Carissa’ Carissa Holly
Ilex crenata ‘Soft Touch’ Soft Touch Holly
Ilex vomitoria ‘Nana’ Dwarf Yaupon Holly
DECIDUOUS SHRUBS
Abelia x grandiflora Glossy Abelia
Berberis thunbergii ‘Crimson Pygmy’ Crimson Pygmy Japanese Barberry
Euonymus alatus Burning Bush
Hydrangea var. Hydrangea
Spiraea var. Spiraea
Viburnum carlesii Koreanspice Viburnum
PERENNIALS AND ORNAMENTAL GRASSES
Echinacea purpurea Purple Coneflower
Dryopteris erythrosora Autumn Fern
Hemerocallis ‘Stella de Oro’ Stella de Oro Daylily
Hosta ‘Patriot’ Patriot Hosta
Liriope muscari variegata Varigated Lillyturf
Miscanthus sinensis ‘Morning Light’ or ‘Purpurescens’ Morning Light or Purple Maiden Grass
Muhlenbergia capillaris Pink Muhly Grass
Pennisetum alopecuroides Fountain Grass
Rudbeckia fulgida ‘Goldsturm’ Goldsturm Black-eyed Susan
*NOTE: New markets may warrant alternative plant selection due to availability and hardiness
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Installation Specifications
Zoning and Entitlement Landscape Plans
x To use standard general noting instead of the following detailed specifications.
Construction Landscape Plans
These are standard construction specifications for the landscape industry. The detailed scope of work is
to be incorporated into the construction landscape plans. For each of the sections, Landscape Architect
to follow the below guidelines:
x 329115: Soil preparation for at-grade areas
x 329200: Turf and grasses
x 329300: Plants
x 328400: Irrigation
Variations, alternate (approved equal) products, or exceptions are to be cleared through Redwood
before any changes are made.
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Installation and Follow-Up Timeline
Required Activity Responsible Entity Completion Time
Grade site to -4” below finish
grade
Construction Partner No more than 5 days prior to
installation
Loosen 4” layer of existing soil Construction Partner No more than 5 days prior to
installation
Screen site stock pile of top soil
or deliver needed screened soils
Construction or Installer Prior to installation
Installation of 4” of screened
top soil
Construction or Installer 2-3 days prior to installation
Notify Redwood Landscaping of
installation date
Construction or Installer After site has been properly
prepared for installation,
minimum of 48 hours before
installation (5 days on initial site
install)
Pre-installation site Inspection Construction, Installer,
Redwood
24-48 hours prior to installation
(5 days on initial site install)
Installation of plants & grass Landscape Installer Day of
Starter fertilization application Landscape Installer Day of installation
Initial Watering Landscape Installer Day of installation
Watering program Redwood Operations Team and
site contractor as required
Day after installation. Continue
according to watering plan
outlined above.
Post installation Inspection Construction, Installer,
Redwood
24-48 hours after installation
Second fertilization application Redwood Operations Team
Contractor
3-4 weeks after installation
Aerating and over seeding Landscape Installer or
maintenance contractor
1st fall after installation
(weather permitting)
Aerating and over seeding Redwood Operations Team
contractor
1 year after installation
Aerating and over seeding Redwood Operations Team
contractor
2 years after installation
Aerating (and over seeding) Redwood Operations Team
contractor
3 years after installation, over
seeding as needed
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Signage
Standard Monument Signage
40 Square Foot Double-Sided Sign
x Aluminum Sign Cabinet
o Painted Mathews to match PMS 7427C & PMS 490C
o Internally illuminated with 120v
x Dimensional Elements
o Redwood: 3” deep channel letters, internally lit
o Apartment Neighborhoods: ½” push through, internally lit
o Tree: 3” deep channel, internally lit
o Returns of letters to be white
x Aluminum Base
o Aluminum Base with “cut granite”
o High Density Urethane (HDU) attached
o HDU panel matches prototype sign design
x Location
o Oriented perpendicular to the Right of Way
Alternative dimensional options are available if code requirements do not allow for the standard 40 sq ft
sign.
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Secondary Entrance Signage
12 Square Foot Single-Sided Sign
x Polymetal Sign Blade
o Painted Mathews to match PMS 7427C & PMS 490C
o Installed on two metal 4x4’ posts
Alternative dimensional options are available if code requirements either allow for a larger sign, or do
not allow for the standard 12 sq ft sign.
Seasonal Annuals- Spring
NAME BLOOM TIME SIZE SPACING
A Tulip Blend Early, Mid, and Late 16-24” ht. 8” o.c.
A Pansy Mix Spring Flat 4-6” o.c.
Bloom Time:
Spring tulip mixtures should contain a mixture of 2-3 types of tulips that will lengthen
overall bloom time. These bulbs can contain a singular or mixture of colors, provided
they have a relatively similar height, with a varied bloom time. The following wholesale
bulb distributors provide pre-mixed tulip bulbs to achieve peak bloom length.
www.colorblends.com
www.berbeeus.com
www.vanengelen.com
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Planting/Removal Time:
Plant bulbs mid-October to mid-November, before first frost, 5-6” below surface of soil,
with tulip bud (point) facing upward. Cut back or dead head spent flowers. Remove
entire bulb at the end of seasons bloom, in preparation for summer annuals.
Seasonal Annuals- Summer
SCIENTIFIC (COMMON)
NAME VARIETIES HABIT SIZE - Cont. SPACING
A Angelonia (Summer
Snapdragon)
Angelface, Archangel,
AngelMist, Serena Upright 4.25” 12” o.c.
A Begonia Dragon Wing Upright 4.25” 12” o.c.
A Impatiens Sunpatiens Mounding 4.25” 12” o.c.
A Salvia microphylla Lighthouse, Cathedral Upright 4.25” 12” o.c.
A Verbena Proven Winners Upright 4.25” 12” o.c.
A Zinnia Zahara, Profusion Upright 4.25” 12” o.c.
B Ipomoea (Sweet Potato Vine) Sidekick, Sweet
Caroline, Margarita Trailing, Vine 4.25” 18” o.c.
B Lantana Lucky, Bandana,
Landmark Trailing, Vine 4.25” 12” o.c.
B Petunia Supertunia, Surfnia,
Color Rush, Blanket Trailing, Vine Hanging
Basket 18” o.c.
*NOTE: New markets may warrant alternative plant selection due to availability and hardiness
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Seasonal Annuals- Fall (Winter for Zone 7 Only)
SCIENTIFIC NAME HABIT SIZE -Cont. SPACING
A Chrysanthemum Mounded 9” Pot 18” o.c. - Touching
B Celosia ‘Fresh Look’ Upright 6” Pot As Shown
A/B Ornamental Kale Upright 8” Cont. As Shown
B Millet ‘Jade Princess’ Grass #1 Cont. As Shown
*NOTE: New markets may warrant alternative plant selection due to availability and hardiness
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Privacy Fence
Vinyl privacy fence panels are used to separate resident patios adjacent to the building, and when
adjacent to a vehicular street.
Split-Rail Fence
In locations that require a fence due to slope, a wooden split-rail fence is the preference
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Lighting
Location and quantity of lighting will vary depending on site entry design. Typical applications include
low voltage landscape lighting along street frontage landscape beds and may occur at Neighborhood
entry signs.
Lighting Notes
x Locate uplights as shown on the plan. Stake final locations of lights for approval by the owner or
owner’s representative.
x Lighting shall be installed with a remote switch control system.
x All electrical equipment shall be installed per manufacturer’s specifications and per current
electrical code requirements.
x Choose temporary sign uplighting, according to sign type used. (Either 2’w X 4’h, or 4’w X 8’h).
x Type of lighting (i.e. GL 100 LED) is to be included on the plans
x Lighting should only be used on fountains when on the main entrance.
Landscape Accent (in mulch bed):
x Along street frontage landscape
x Median (island)
x 10-degree spotlight
Sign Uplight (in mulch bed)
x Used when a monument sign cannot be
internally illuminated
x Secondary entrance sign
x 35-degree or 60-degree floodlight
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Planting Areas/ Mulch
There shall be deep bed edging for all tree rings and planting beds.
Hardwood Mulch (double processed, dark brown):
x Landscape beds at Neighborhood entries
x Perimeter/ buffer landscape beds
x All tree rings in lawn area
Washed Rock Mulch (#34 Washed River Stone)
x All foundation planting adjacent to units
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Site Amenities
General Notes
In addition to the quality apartments that Redwood Living builds, project sites also provide various
amenities for its residents to improve the experience of living in a Redwood Apartment Neighborhood.
The following section identifies the amenities that are commonly used and provides the specifications
for how those amenities are to be selected and incorporated into the apartment neighborhood.
Mail Center
Designer to verify with Redwood Acquisitions Group or Construction teams if sides will be required.
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Resident Pavilion/ Pergola
x Pavilions are typically 12’x12’, but size, color and style can vary. Design to be approved by
Redwood.
x Acquisition Manager to determine need prior to any formal entitlement submittal occurring.
x Pavilion must provide an ADA accessible route from internal streets or paths.
x Pergola design to be approved by Redwood Acquisitions Group prior to any formal entitlement
submittal occurring. Pergola must provide an ADA accessible route from internal streets or
paths.
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Fountains, Aerators, and Bubblers
x Fountains, aerators, and bubblers are to be used in retention basins to promote water quality
and add aesthetic value.
x Fountains are to be placed in retention basins that have high visibility to resident’s patios,
internal streets or adjacent public roads.
x Aerators are to be used in retention basins that are not visible to internal streets or resident
patios or adjacent public roads.
x The size and volume of the basin is required for the correct HP and quantity.
x All fountains and aerators are to have factory-installed clock/ timers.
x Design consideration is to include recommendation from Redwood Site Manager on fountain,
aerator, or bubbler based on size of pond.
x Size of fountain, aerator, or bubbler is to be included on the plans.
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Equinox
Gemini
Aerator
Giant Fountain
High Voltage Light System
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33
Irrigation Design Standards
Product
o The entire system is to be designed and specified on drawings using RainBird controllers, heads,
valves, wiring, etc.
o This is not designed as an “As Equal” system and shall not be bid as such. Any
prospective bids received that are based on an “As Equal” standard can be rejected at
the Owner’s discretion
o Substitutions for RainBird material or products may only be used at Redwood’s
discretion and written approval by Redwood
Irrigation Plan Design Layout
General Requirements
o Full and complete (100%) coverage for all Neighborhood entrance drives
o Full and complete (100%) coverage for all front and sides of buildings excluding the planting
beds
o Where required at the back side of a building, a single row of rotors and/or rotary sprays may be
used to spray away from the building and shall be located outside the gravel maintenance areas
and patios
o Flow velocities that do not exceed 5.0 ft per second
o Design pressure of 80 psi and flow of 50 gpm as minimum standards at the Point of Connection
o Irrigation of lawn areas with no overspray onto pavements or planting beds
o Independent irrigation of lawn areas and individual bed zones or planters
Specific Requirements
o Provide irrigation layout with separate plant type zones
o Lawn (seed and sod)
4” spray, rotary and rotors (pressure-regulating rotors may be used as an
option)
o Entrance Monument Sign(s) and Leasing Office Plant beds containing groundcover,
annuals, perennials, shrubs, and/ or trees
12” pop-up sprays with adjustable nozzles. Drip irrigation is not acceptable
o Include the use of irrigation heads with a Seal-A-Matic feature (ex. Rainbird 1804 SAM PRS)
where needed
o These heads shall be used at the ends of downhill lateral runs to prevent water from
leaking out and depressurizing the lateral. This will help conserve water
o Only similar types of heads with matched precipitation rates may run on same zone
o Piping Design
o Do not mix different heads for each line
o Provide main size as needed for proper flow, but not less than specified on plan
o Flow not to exceed 50 GPM @ 85 psig
o All piping to be Class 200 PVC unless otherwise specified
o All automatic Zone Valves shall be located and appropriately sized for their particular
zone requirements
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o All Main Line Isolation Valves to be brass ball valves sized appropriately for the location
o All valves, ie Line Isolation, Zone and Quick Connect shall be placed in appropriately
sized Valve Boxes with no more than three (3) zone valves with one (1) valve box
o Provide 2 wire controllers (RainBird LXD) to control all zones
o Provide electric solenoid controlled underground irrigation system manufactured
especially for control of automatic circuit valves of underground irrigation system.
Provide unit of capacity to suit number of circuits indicated
o Source Power: 120 volts
o Low Voltage Controls: 24 volts AC
o Grounding rods shall be specified, located and installed per manufacturer’s
specifications
o The controller should be equipped with the RainBird IQ system, flow sensor, and rain/
freeze sensor
o All wiring splices to be waterproof
o All wiring connections shall be waterproof using “Direct Bury” capable splices, such as
3M DBY Splice Kit or approved equal
Sleeve Plan
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Typicals
362
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Irrigation Plan
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Providers
Irrigation Design Drawings and baseline specifications to be provided by one of the following:
o WC3 Design and Consulting
o C.I.D. Irrigation Consultants
When in error, Irrigation Design Contractor shall, at no additional cost to Redwood, modify layout, and
make necessary adjustments, as needed to obtain full coverage areas without overspray onto roadways,
pavements, structures, signs, furniture, fountains, or buildings, and to protect trees and shrubs from
close, high spray velocity
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PHASE 2
PHASE 1
365
Geotechnical & Environmental Engineering
Construction Materials Engineering & Testing
Laboratory Testing of Soils, Concrete & Asphalt
Geo-Environmental Drilling & Sampling
GEOTECHNICAL GROUP
TESTING SERVICE CORPORATION
Corporate Office
360 S. Main Place, Carol Stream, IL 60188-2404
630.462.260 s Fax 630.653.2988
Local Offices:
457 E. Gundersen Drive, Carol Stream, IL 60188-2492
630.. s Fax 630.653.2
650 N. Peace Road, Suite D, DeKalb, IL 60115-8401
815.748.210 s Fax 815.748.2110
1350 TriState Parkway, Unit 122, Gurnee, IL 60031-9135
847.249.604 s Fax 844.767.4721
2235 23RD Avenue, Rockford, IL 61104-7334
815.394.256 s Fax 815.394.2566
203 Earl Road, Suite A, Shorewood, IL 60404-9446
815.744.151 s Fax 815.744.1728
September 28, 2022
L-94,447
Report of Soils Exploration
Redwood McHenry
2011 West IL Route 120
McHenry, Illinois
Prepared For:
Redwood USA LLC
7007 East Pleasant Valley Road
Independence, Ohio
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TABLE OF CONTENTS
Section Page
I. TEXT
1.0 Introduction .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
2.0 Field Investigation and Laboratory Testing .................................. 2
3.0 Discussion of Test Data ................................................ 3
4.0 Analysis and Recommendations .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
4.1 Bearing Table................................................... 3
4.2 Building Foundations .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
4.3 Mass-Grading................................................... 5
4.4 Pavement Design and Construction ................................. 7
4.5 Lateral Earth Pressures........................................... 8
4.6 Stormwater Management Facility. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
4.7 Groundwater Management . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
5.0 Closure ............................................................ 11
II. APPENDIX
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September 28, 2022
L-94,447
REPORT OF SOILS EXPLORATION
REDWOOD McHENRY
2011 WEST IL ROUTE 120
McHENRY, ILLINOIS
1.0 INTRODUCTION
This report presents the results of a soils exploration performed for the Redwood McHenry in McHenry,
Illinois. These geotechnical engineering services are being provided in accordance with TSC Proposal No.
68,338 dated January 26, 2022. They are also meant to comply with the Master Professional Services
Agreement between Redwood USA and TSC.
The project site encompasses approximately 27 acres located just south of Illinois Route 120 and east of
Chapel Hill Road. The property consists of a gently rolling farm field, with farm fields surrounding it. Trees
were noted along the eastern and western property limits with a tree line also bisecting the farm field on
the northern end. Ground surface elevations at the boring locations ranged from a low of 765.5 towards
the west-central portion of the site to a high of 781.5 in the southeast corner (for a grade differential of 16
feet).
Redwood of McHenry is to consist of an apartment neighborhood. Thirty-five (35) multi-unit buildings are
shown on the current site plan. These will consist of 1-story slab-on-grade structures (no basements).
Proposed site improvements are to otherwise include P.C. concrete streets and driveways as well as
underground utilities. Stormwater management facilities are planned on the west-central portion of the site
(i.e. lower-lying area) and near the northwest corner.
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2.0 FIELD INVESTIGATION AND LABORATORY TESTING
A total of eleven (11) soil borings were performed as part of our subsurface exploration. A Boring Location
Plan is included in the Appendix showing the drilling layout. Ground surface elevations at the borings are
also shown, being acquired by TSC using a Trimble R8s GNSS receiver and rounded to the nearest 0.5
foot.
The borings were extended 12½ to 25 feet below existing grade. They were drilled and samples tested
in accordance with currently recommended American Society for Testing and Materials specifications. Soil
sampling was performed at 2½-foot intervals to a depth of at least 10 feet and at no greater than 5-foot
intervals thereafter. The samples were taken in conjunction with the Standard Penetration Test (SPT), for
which driving resistance to a 2" split-spoon sampler (N-value in blows per foot) provides an indication of
the relative density of granular materials and consistency of cohesive soils. Water level readings were
taken during and following completion of drilling operations.
Soil samples were examined in the laboratory to verify field descriptions and to classify them in accordance
with the Unified Soil Classification System. Laboratory testing included water content determinations for
all cohesive and intermediate (silt or loamy) soil types. An estimate of unconfined compressive strength
was obtained for all cohesive soils using a calibrated pocket penetrometer (Qp), with actual measurements
of unconfined compressive strength (Qu) performed on representative samples of native clay soils.
Reference is made to the boring logs in the Appendix of this report which indicates subsurface stratigraphy
and soil descriptions, results of field and laboratory tests, as well as water level observations. Definitions
of descriptive terminology are also included. While strata changes are shown as a definite line on the logs,
the actual transition between soil layers is likely to be more gradual. Fluctuations in the groundwater level
may also occur due to variations in precipitation (short-term and seasonal) as well as rises or drops in
pond, creek or other nearby surface water features, i.e. water levels at a future date may be higher or lower
than those recorded at the time of drilling.
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3.0 DISCUSSION OF TEST DATA
Surficial topsoil was 8 to 17 inches thick at the boring locations. Relatively soft and very moist silty clay
soils of apparent medium to high plasticity were encountered below the topsoil layer at B-7. These CL/CH
type materials (Unified classification) extended approximately 8 feet below existing grade. They exhibited
unconfined compressive strengths ranging from 1.0 to 1.5 tons per square foot (tsf) at water contents
varying from 26 to 28 percent.
Hard silty clay and sandy clay soils of low to medium plasticity (CL and CL-ML by Unified classification)
were found in the upper 3 feet at Borings 5 and 8 - 11 (5 total). A very stiff silty clay layer was also found
below a depth of 10 feet in B-7. These cohesive materials had unconfined compressive strengths ranging
from 2.5 to 4.5+ tsf. Water contents usually varied from 9 to 17 percent, being as high as 25 percent in
B-7.
Loose to very dense sand, sand/gravel, silty sand, clayey sand and silt deposits otherwise predominated
in the borings and extended to completion depths. These intermediate and/or granular materials had SPT
N-values typically ranging from 7 to 40 blows per foot (bpf) while exceeding 50 bpf below a depth of 8 feet
in B-5, likely being associated with the presence of cobbles and boulders. The borings were all “dry” both
during and following the completion of drilling operations, i.e. no free water was encountered in them.
4.0 ANALYSIS AND RECOMMENDATIONS
4.1 Bearing Table
Summarized in the following table is the shallowest depth/elevation at which in-situ soils considered
capable of supporting a net allowable bearing pressure of at least 2000 pounds per square foot (psf) at
Borings 1 - 8. Ground surface elevations and depths of surficial topsoil are also indicated. Added notes
relate to the presence of loose silty sand deposits underlying the bearing elevations given in the table (L)
and marginal bearing soils for fill placement and foundation support (M). The recommended bearing stress
of 2000 psf is understood to be the standard design requirement on Redwood projects.
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Boring No.Ground Surface
Elevation *
Surficial Topsoil
Depth (Feet)
2000 psf Native Bearing
Depth (Feet)* Elevation*
1 768.5 1.3 1.5 767.0
2 773.0 0.7 1.0 772.0
3 785.5 1.4 1.5 784.0
4 776.0 1.3 1.5 M 774.5
5 774.5 1.0 1.0 L 773.5
6 773.5 1.0 1.0 772.5
7 771.5 1.2 1.5 M 770.0
8 779.5 1.0 1.0 778.5
9 775.5 1.0 1.0 774.5
10 781.5 1.2 1.5 780.0
11 765.5 1.1 1.0 764.5
* Ground surface elevations and the depth/elevation of 2000 psf native bearing
have been rounded to the nearest 0.5 foot.
L Loose silty sand deposit found underlying bearing elevation shown.
M Marginal subgrade soils for fill placement and found support anticipated after topsoil stripping.
4.2 Building Foundations
At the boring locations, native soils encountered directly underlying the topsoil layer are considered suitable
(or marginally suitable) for support of a net allowable bearing pressure of 2000 pounds per square foot
(psf). These are indicated by bearing depths ranging from 1.0 to 1.5 feet in the above table. They
consisted of cohesive soil types having unconfined compressive strengths of 1.0 tsf or greater and/or
granular materials in a loose to medium dense condition.
In those areas of satisfactory (or marginally satisfactory) bearing, footings may also be constructed on new
engineered fill that is placed as part of mass-grading. Assuming that surficial topsoil and root zone
materials are stripped and new fill placed and compacted to a 95 percent criterion, footings constructed
on the engineered fill may also be sized for a 2000 psf bearing. However, in areas underlain by thicker
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deposits of low to marginal strength and/or relatively high water content soils, as well as anywhere that the
height of new fill is to exceed around 8 feet, it is recommended that settlement considerations related to
fill placement be further evaluated.
Moisture sensitive soil types, i.e. silty sand deposits, were encountered at shallow depths at Borings 4 and
5. These intermediate materials can experience a loss of stability when subjected to rainfall or
groundwater seepage, also being easily disturbed due to excavation operations or construction traffic,
including foot traffic in the bottom of the foundation trenches. It should be noted that trenched foundations
through the intermediate and granular materials may be difficult due to side walls occasionally sloughing
into the excavation.
It is understood that the Redwood multi-unit/apartment buildings are to be supported by minimum 1'-0"
wide exterior trench footings and 1'-4" wide interior thickened slabs. If relatively low strength or unstable
native soils are exposed at the bottom of the trench footings, they may need to be extended in depth with
relatively minor as well as localized undercuts anticipated.
For frost considerations, all exterior footings should be constructed at least 3.5 feet below outside finished
grade and 4.0 feet for foundations located outside of heated building limits. Interior footings may be
constructed at higher elevations as long as they are protected against frost heave in the event of winter
construction. It is understood that the trench footings are to be reinforced with two #4 continuous rebars
at the bottom and the thickened slab footings with two #5 continuous rebars.
In accordance with the International Building Code (IBC), the Site Class for seismic design is to be based
on average soil properties in the top 100 feet. Site Class D is to be used unless site-specific soils
information is available, which applies in the present case. To determine whether Site Class C can be
used, we would recommend measuring soil shear wave velocity using the SeisOpt ReMi method.
4.3 Mass-Grading
It is recommended that building pad and pavement areas be cleared of vegetation prior to mass-grading.
Stripping operations should also include the removal of all surficial topsoil and other decomposable plant
matter. The building pad and pavement areas should then be proof-rolled using a loaded dump truck or
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other approved piece of heavy rubber-tired construction equipment, in order to check for the presence of
unsuitable soil types. All soft or unstable materials determined by proof-rolling should be reworked and
recompacted or, if that does not substantially improve subgrade stability, lime or cement modification may
be considered.
Marginal subgrade stability, represented by silty clay soil types having unconfined compressive strengths
of 1.0 tsf or less and water contents exceeding 25 percent, was encountered in the upper portion at B-7.
These materials will likely need to be reduced in water content and recompacted in order to provide a
stable base. Lime modification can achieve similar results and has the advantage of allowing work to
proceed under adverse weather conditions. In any event, the need for subgrade reworking, lime
modification or additional undercutting should be evaluated on the basis of proof-rolling.
Silty sand deposits were encountered within 6 feet of the ground surface at Borings 4 and 5. These
intermediate materials are considered moisture sensitive, i.e. can experience a loss of stability when
subjected to groundwater seepage or rainfall as well as being prone to instability under the traffic of heavy
construction equipment. The associated soft and spongy condition of exposed soils is commonly referred
to as "pumping" in this area.
It is recommended that heavy construction equipment be detoured around any areas where pumping
conditions are found to be developing. Depending upon grading requirements and specific site conditions,
solutions to a persistent pumping problem may include the placement of a bridging lift of granular backfill
or the use of geogrid products in conjunction with the granular fill. Consideration may also be given to lime
modification (for clay soils) or cement stabilization (for granular and intermediate materials) of these
materials in order to provide a stable base for construction.
New fill should consist of inorganic silty/sandy clays of low to medium plasticity or approved granular
materials. It is recommended that compaction for the building pad as well as in pavement areas be to a
minimum of 95 percent of maximum dry density as determined by the Modified Proctor test (ASTM D
1557). In connection with the pavement areas, this will create a stable subgrade for proof-rolling and
paving. The fill should be placed in approximate 9-inch lifts loose measure for cohesive soils and up to
12 inches for granular materials, each lift to be compacted to the specified density prior to the placement
of additional fill.
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Moisture control is important in the compaction of most soil types, and it is recommended that the water
content of new fill be within about 1 percentage point on the low side and 3 percentage points on the high
side of optimum moisture as established by its laboratory compaction curve. If the soil is compacted too
dry, it will have an apparent stability which will be lost if it later becomes saturated. If the soil is too wet,
the Contractor will not be able to achieve proper compaction.
4.4 Pavement Design and Construction
Pavement subgrade preparation may be in general accordance with previous recommendations for
mass-grading, i.e. strip existing topsoil and proof-roll. This should include compaction of existing subgrade
soils and new fill to 95 percent of Modified Proctor density to aid in final proof-rolling and paving. In this
regard, exposed native subgrade soils will most areas have to be reduced in water content and
recompacted as part of subgrade preparation. If paving construction is performed when drying of surficial
soils cannot be accomplished, lime modification (for clay soils) or cement stabilization (for granular and
intermediate materials) can also be used and has the advantage of allowing work to proceed in less than
ideal weather conditions.
It should be noted that the uppermost soils at B-7, i.e. likely to be exposed at subgrade level, revealed very
low strength and very moist native silty clays. These materials provide a deficient base for pavement
construction. As such they are not expected to be able to pass a standard proof-roll. Given the low
strength and high water content of these cohesive soils as well as their depth, lime modification may be
required in order to provide a stable base for pavement construction.
Silty sand deposits were encountered at relatively shallow depths at Borings 4 and 5. As discussed under
Mass-Grading, pumping of these intermediate materials is typically more of a problem in pavement areas
than for building pads. This condition may require undercuts and the use of geo-grid products and coarse
aggregate backfill for localized pavement areas. Cement modification can also be used in order to provide
a stable base for pavement construction. The silty sand deposits also are considered to be frost
susceptible and ideally should be removed from the upper 3.5 feet below final grade in pavement areas
if no increased risk of frost heave associated with distress can be tolerated.
374
Redwood USA LLC
Redwood McHenry
L-94,447 - September 28, 2022
-8-
It is recommended that a nominal California Bearing Ratio (CBR) value of 3.0 be used in the design of
pavements. A modulus of subgrade reaction of 100 pounds per cubic inch (pci) can be employed for rigid
pavement. A higher subgrade modulus between 150 pci may be used in areas that have been lime or
cement stabilized. The use of these values assumes that any soft or unstable areas will be remediated,
i.e. subgrade stabilized until passing a proof-roll.
A minimum pavement section of 6" P.C. concrete (fiber-reinforced) over a 3" aggregate base should be
satisfactory in connection with the proposed apartment neighborhood streets. The subbase materials
should conform to IDOT gradation CA-6 and be compacted to 95 percent Modified Proctor density or 100
percent of the Standard Proctor (ASTM D 698) maximum density value. IDOT Standard Specifications
for Road and Bridge Construction, Sections 353 and 420 should also be followed.
In regard to the use of on-site borrow, shallow silty clay soils excavated during site grading should provide
a suitable source for on-site borrow. These cohesive materials generally had moisture contents varying
from 10 to 25 percent. It is estimated that their use as engineered fill will generally require that the in-situ
moisture be reduced by a up to 10 percentage points. This reduction in moisture content is typically
achieved by spreading the material in a single lift and aerating with a continuous discing operation. For
obvious reasons, it will work best in hot, dry and windy weather. Lime modification can also be used on
these soils and has the advantage of working in less ideal weather conditions.
In regard to the use of the silty sand materials, they are considered moisture sensitive, i.e. can experience
a loss of stability when subjected to groundwater seepage or rainfall. They are also prone to instability
under the traffic of heavy construction equipment. While none of these properties makes them unsuitable
as engineered fill, they do point to difficulties in handling and compaction of them.
4.5 Lateral Earth Pressures
Earth pressures for below grade structures (such as retaining walls) will be dependent on the type of
backfill used, whether it is in a drained or undrained state, as well as loading conditions. Equivalent fluid
pressures (EFP) are given below for cohesive and granular backfills assuming active (Ka) and at-rest (Ko)
earth pressures. The values shown represent the increase in lateral pressure over a 1.0 foot distance
measured in pounds per square foot (psf/ft).
375
Redwood USA LLC
Redwood McHenry
L-94,447 - September 28, 2022
-9-
EQUIVALENT FLUID PRESSURE (PSF/FT)
BACKFILL
TYPE
DRAINED
CONDITION
UNDRAINED
CONDITION
ACTIVE STATE*
Granular 35 80
Cohesive 50 90
AT-REST STATE**
Granular 50 90
Cohesive 70 100
* Based on Ka = 0.27 & 0.39 for granular and cohesive backfill, respectively.
** Based on Ko = 0.43 & 0.56 for granular and cohesive backfill, respectively.
The active condition applies to retaining walls which are free to rotate at their top. At-rest pressures should
be used for basement walls and other buried structures which are fixed at their top and bottom or otherwise
restrained from moving.
The values shown above are nominal, i.e. based on average soil conditions. They also assume a level
backfill height behind the walls; sloping backfill will increase lateral earth pressures and should be analyzed
on an individual basis. It should be noted that for the EFP values given for granular soils be valid, the
wedge of granular materials should extend a minimum distance at the top of the wall (or ground surface)
equal to the height of the wall. If no appreciable amount of settlement of the backfill soils can be tolerated,
it is recommended that granular fill materials be used. This would specifically apply to all exterior entrance
and sidewalk areas.
Appropriate surcharge loads should be included in the design of retaining/below-grade walls for any
adjacent pavements, sidewalks, floor slabs and foundations lying within a 1H:1V zone from the base of
the below grade floor slab to the ground surface. Surcharge loads of 100 and 200 psf are normally used
for sidewalks and pavements, respectively.
376
Redwood USA LLC
Redwood McHenry
L-94,447 - September 28, 2022
-10-
Backfill placed against retaining walls, basement walls and the like should be compacted to between 90
and 95 percent of Modified Proctor density. Compaction in excess of 95 percent is not desirable, since
it can result in higher lateral earth pressures than recommended for design. Also, heavy compaction
equipment should not be used on the high side of the wall within a horizontal distance equal to the height
of backfilling, as this may result in over-stressing of the wall and excessive deflection.
The sliding resistance at the base of foundation elements will be dependent on the normal (dead) load and
friction coefficient of underlying soils. For cohesive and granular soil types found in the borings, ultimate
nominal friction coefficients may be taken as 0.35 and 0.45, respectively.
4.6 Stormwater Management Facility
Boring 11 was taken in the proposed stormwater management area planned on the west-central portion
of the site. It should be noted that no grading information was available at the time this report was
prepared, i.e. high and normal water levels (HWL and NWL) for the detention basins have not been set.
Hard sandy clay soils were revealed in the upper 3 feet, with medium dense to dense granular and
intermediate deposits otherwise predominating to the boring completion depth. Both the granular and
cohesive materials should be stable on a 4H:1V slope typically used for man-made basins in this area.
However, the granular/intermediate materials will be subject to erosion if left exposed to the elements (i.e.
rainfall events) for any length of time. Consideration should therefore be given to capping them with
cohesive soil types and/or establishing good ground cover as quickly as possible.
4.7 Groundwater Management
Given that the borings were all "dry" both during and following the completion of drilling operations, serious
groundwater problems are not anticipated. However, minor seepage can be expected from silt and sand
deposits typically found in the borings as well as interbedded within the cohesive soil mass. The
Contractor should therefore be prepared to implement dewatering procedures, as a minimum to include
pumping from strategically placed sumps.
377
Redwood USA LLC
Redwood McHenry
L-94,447 - September 28, 2022
-11-
5.0 CLOSURE
It is recommended that full-time inspection be provided by Testing Service Corporation personnel during
foundation construction, so that the soils at undercut and foundation levels can be observed and tested.
In addition, adequacy of building materials, stripping and undercutting, fill placement and compaction as
well as pavement construction should be monitored for compliance with the recommended procedures and
specifications.
This report has been prepared without the benefit of grading plans or related information. It is therefore
suggested that Testing Service Corporation review these plans when they are available, to check the
accuracy of this report as it may be affected, to verify the correct interpretation of recommendations
contained herein and to modify the findings accordingly.
The analysis and recommendations submitted in this report are based upon the data obtained from the
eleven (11) soil borings performed at the locations indicated on the Boring Location Plan. This report does
not reflect any variations which may occur between these borings, the nature and extent of which may not
become evident until during the course of construction. If variations are then identified, recommendations
contained in this report should be re-evaluated after performing on-site observations.
We are available to review this report with you at your convenience.
Respectfully submitted,
TESTING SERVICE CORPORATION
Timothy R. Peceniak, P.E. John T. Massa, P.E.
Project Engineer President
Registered Professional Engineer
Illinois No. 062-061269
TRP:JTM:trp
Enc.
378
TESTING SERVICE CORPORATION
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Information obtained from borings, observations and analyses
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REV 09/08379
APPENDIX
UNIFIED CLASSIFICATION CHART
LEGEND FOR BORING LOGS
BORING LOGS
BORING LOCATION PLAN
380
0
10
20
30
40
50
60
0 10 20 30 40 50 60 70 80 90 100
Pl
a
s
t
i
c
i
t
y
I
n
d
e
x
(
P
I
)
Liquid Limit (LL)
ML - CL
ML or OL
MH or OH
7
4
Testing Service Corporation
Unified Classification Chart
CRITERIA FOR ASSIGNING GROUP SYMBOLS AND
GROUP NAMES USING LABORATORY TEST º
SOIL CLASSIFICATION
Group
Symbol
GROUP NAME b
CO
A
R
S
E
-
G
R
A
I
N
E
D
S
O
I
L
S
mo
r
e
t
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a
n
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0
%
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e
t
a
i
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on
N
o
.
2
0
0
si
e
v
e
GRAVELS
More than 50% of
coarse fraction
retained on No. 4
sieve
CLEAN GRAVELS
less than 5% fines C
Cu ≥ 4 and 1 ≤ CC ≤ 3 e GW Well-graded gravel f
Cu < 4 and/or 1 > CC > 3 e GP Poorly-graded gravel f
GRAVELS WITH FINES
more than 12% fines C
Fines classify as ML or MH GM Silty gravel f, g, h
Fines classify as CL or CH GC Clayey gravel f, g, h
SANDS
50% or more of coarse
fraction passes No. 4
sieve
CLEAN SANDS
less than 5% fines d
Cu ≥ 6 and 1 ≤ CC ≤ 3 e SW Well-graded sand l
C
u < 6 and/or 1 > C
C > 3 e SP Poorly-graded sand l
SANDS WITH FINES
more than 12% fines d
Fines classify as ML or MH SM Silty sand g, h, f
Fines classify as CL or CH SC Clayey sand g, h, f
FI
N
E
-
G
R
A
I
N
E
D
S
O
I
L
S
50
%
o
r
m
o
r
e
pa
ss
e
d
t
h
e
N
o
.
2
0
0
s
i
e
v
e
SILTS & CLAYS
Liquid limit less than
50%
Inorganic
PI > 7 or plots on or above “A” line j CL Lean clay k, l, m
PI < 4 or plots below “A” line j ML Silt k, l, m
Organic Liquid limit – oven dried
< 0.75
Liquid limit – not dried
OL Organic clay k, l, m, n
Organic silt k, l, m, o
SILTS & CLAYS
Liquid limit 50% or
more
Inorganic
PI plots on or above “A” line CH Fat clay k, l, m
PI plots below “A” line MH Elastic silt k, l, m
Organic Liquid limit – oven dried
< 0.75
Liquid limit – not dried
OH Organic clay k, l, m, p
Organic silt k, l, m, q
Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat
a. Based on the material passing the 3-inch (75-mm) sieve.
b. If field sample contained cobbles and/or boulders, add “with cobbles
and/or boulders” to group name
c. Gravels with 5 to 12% fines required dual symbols
GW-GM well graded gravel with silt
GW-GC well graded gravel with clay
GP-GM poorly graded gravel with silt
GP-GC poorly graded gravel with clay
d. Sands with 5 to 12% fines require dual symbols
SW-SM well graded sand with silt
SW-SC well graded sand with clay
SP-SM poorly graded sand with silt
SP-SC poorly graded sand with clay
e. Cu = D60/D10 CC =
ሺయబሻమ
భబ X లబ
f. If soils contains ≥ 15% sand, add “with sand” to group name.
g. If fines classify as CL-ML, use dual symbol GC-GM, SC-SM
h. If fines are organic, add “with organic fines” to group name
i. If soils contains ≥ 15% gravel, add “with gravel” to group name
j. If Atterberg Limits plot in hatched area, soil is a CL – ML, silty clay
k. If soils contains 15 to 29% plus No. 200, add “with sand” or “with gravel”
whichever is predominant
l. If soil contains ≥ 30% plus No. 200, predominantly sand, add “sandy” to
group name.
m. If soils contains ≥ 30% plus No. 200, predominantly gravel, add
“gravelly” to group name
n. PI ≥ 4 and plots on or above “A” line
o. PI ≥ 4 and plots below “A” line
p. PI plots on or above “A” line
q. PI plots below “A” line
381
LEGEND FOR BORING LOGS
FILL TOPSOIL PEAT GRAVEL SAND SILT CLAY
LIMESTONE/
DOLOMITE
SAMPLE TYPE
SS = Split-Spoon
ST = Thin-Walled Tube
A = Auger
MC = Macro-Core (Geoprobe)
WATER LEVEL OBSERVATIONS
While Drilling
End of Boring
24 Hours
FIELD AND LABORATORY TEST DATA
N = Standard Penetration Resistance in Blows per Foot (bpf)
WC = In-Situ Water Content (%)
Qu = Unconfined Compressive Strength in Tons per Square Foot (tsf)
* Pocket Penetrometer Reading: Maximum Value = 4.5 tsf
Ȗdry = Dry Unit Weight in Pounds per Cubic Foot (pcf)
SOIL DESCRIPTIONS:
MATERIAL
BOULDER
COBBLE
Large GRAVEL
Small GRAVEL
Coarse SAND
Medium SAND
Fine SAND
SILT and CLAY
PARTICLE SIZE RANGE
Over 12 inches
12 inches to 3 inches
3 inches to ¾ inch
¾ inch to No. 4 Sieve
No. 4 Sieve to No. 10 Sieve
No. 10 Sieve to No. 40 Sieve
No. 40 Sieve to No. 200 Sieve
Passing No. 200 Sieve
COHESIVE SOILS COHESIONLESS SOILS
CONSISTENCY Qu (tsf)RELATIVE DENSITY N (bpf)
Very Soft Less than 0.25 Very Loose 0 – 3
Soft 0.25 to 0.5 Loose 4 – 9
Medium Stiff 0.5 to 1.0 Medium Dense 10 – 29
Stiff
Very Stiff
1.0 to 2.0
2.0 to 4.0
Dense
Very Dense
30 – 49
50 and over
Hard 4.0 and over
MODIFYING TERM PERCENT BY WEIGHT
Trace
Little
Some
1–10
10 – 20
20 – 35
382
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DRAWN BY:
CHECKED BY:
JOB NO. :
DATE:
TESTING SERVICE CORPORATION
457 EAST GUNDERSEN DRIVE
CAROL STREAM, ILLINOIS 60188
BORING LOCATION PLAN
REDWOOD McHENRY
N. CHAPEL HILL ROAD
2011 WEST IL ROUTE 120
McHENRY, ILLINOIS
LEGEND
SOIL BORING LOCATION
( IN FEET )
1500
SCALE 1" = 150'
NOTE: GROUND SURFACE ELEVATIONS AT
THE BORINGS WERE ACQUIRED BY
TSC USING A TRIMBLE R8S GNSS
RECEIVER, BEING ROUNDED TO THE
NEAREST 0.5 FOOT.
PAGE NO.
394
Urban Forest Management, Inc.
960 Route 22, Suite 207 Fox River Grove, Illinois 60021 847-516-9708 FAX 847-516-9716
August 30, 2023
Ms. Jenna Lehky
Acquisitions Coordinator
Redwood Apartment Neighborhoods
7007 East Pleasant Valley Road
Independence, Ohio 44131
RE: Tree Inventory Report
McHenry North Chapel Hill Rd IL P1
2011 W IL RT 120, McHenry, IL 60051
PPN: 10-31-151-030, 10-31-301-002
Job Code: IL033
Dear Ms. Lehky,
Urban Forest Management, Inc. has completed a tree inventory at the above referenced site. The following
comments summarize our review:
Methodology
URBAN FOREST MANAGEMENT, INC. tagged and inventoried all trees 6” D.B.H. (diameter at breast height - a
standard forestry measurement taken at 4.5’ above the soil line) and larger, per City of McHenry ordinance
requirements (Title 8, Chapter 3, Article C: Tree Preservation), at the above referenced site, within the proposed
areas of disturbance. Trees located on the subject property were tagged with a numbered metal tag affixed to
each tree. Tag series used was #201 – 271. The data collected on each tree includes tree species, size, condition,
form, and any observed problems.
The following is a key for interpreting the condition and form data found on the tree inventory listing:
Condition Rating - The condition of the trees shall be based on a six (6) point scale and one (1) being the best and
six (6) being the worst.
Rating
Description
General Criteria
1
Excellent
The tree is typical of the species, has less than 10%
deadwood in the crown that is attributable to normal
causes, has no other observed problems, and required no
remedial action.
2
Good to Fair
The tree is typical of the species and/or has less than 20%
deadwood in the crown, only one or two minor problems
that are easily corrected with normal care.
3
Fair (average)
The tree is typical of the species and/or has less than 30%
deadwood in the crown, one or two minor problems that
are not eminently lethal to the tree, and no significant
decay or structural problems, but the tree must have
remedial care above normal care in order to minimize the
impact of future stress and to insure continued health.
395
Ms. Jenna Lehky
Acquisitions Coordinator - Redwood Apartment Neighborhoods
RE: Tree Inventory Report - McHenry North Chapel Hill Rd IL P1 2011 W IL RT 120, McHenry, IL 60051
August 30, 2023
Page 2 of 3
Rating
Description
General Criteria
4
Fair to Poor
The tree is not typical of the species and/or has significant
problems such as 30-50% deadwood in the crown, serious
decay or structural defect, insects, disease or other
problems that can be eminently lethal to the tree or create
a hazardous tree if not corrected in a short period of time
of if the tree is subjected to additional stress.
5
Poor
The tree is not typical of the species and/or has over 50%
deadwood in the crown, major decay or structural
problems, is hazardous or is severely involved with insects,
disease, or other problems that even if aggressively
corrected would not result in the long term survival of the
tree.
6
Dead
Less than 10% of the tree shows signs of life.
Form Rating – Subjective evaluation comparing tree with specimen tree of the same species. Form classes are the
same as those listed above under condition, with the exception of number 6, which translates to ‘very poor form’.
Typical form defects might include multiple leaders, no leader, lean, one sided crown, trunk crook, etc.
Species Summary
Seventy-one (71) trees were included in the inventory. Forty-three (43) trees were rated condition 3, twenty-eight
(28) trees were rated condition 4, or 5.
The most common species inventoried were Boxelder maple (57.7%), Black cherry (21.1%), and Bur oak (8.5%),
with other species in smaller quantities.
See chart below for a breakdown of species and condition data:
Site Conditions
The site is primarily a farm field currently in soybean cultivation, bordered by a grassy buffer strip with windbreaks
on the east and west property boundaries, and a north/south fencerow that bisects the northern portion of the
site.
Botanical Name Common Name Cond. 1 Cond. 2 Cond. 3 Cond. 4 Cond. 5 Cond. 6
Number of Trees
Inventoried
Percentage of Trees
Inventoried
Acer negundo Boxelder Maple 21 16 4 41 57.7%
Morus alba White Mulberry (Common Mulberry)1 1 2 2.8%
Prunus serotina Black Cherry 8 5 2 15 21.1%
Quercus macrocarpa Bur Oak 6 6 8.5%
Ulmus americana American Elm 1 1 1.4%
Ulmus pumila Siberian Elm 6 6 8.5%
0 0 43 22 6 0 71 100.0%
Cond. 1-3: 43 60.6%
Cond. 4-6: 28 39.4%
396
Ms. Jenna Lehky
Acquisitions Coordinator - Redwood Apartment Neighborhoods
RE: Tree Inventory Report - McHenry North Chapel Hill Rd IL P1 2011 W IL RT 120, McHenry, IL 60051
August 30, 2023
Page 3 of 3
The west property line windbreak is located under overhead wires, and consists primarily of numerous small
diameter volunteer boxelder maple, black cherry, intermittent hackberry, and dense buckthorn ranging from
seedling size to larger, more mature plants, and some bur oak.
The central north/south fencerow contains dense volunteer buckthorn ranging from seedling size to larger, more
mature plants with areas of honeysuckle and alpine currant and fox grape. There are several small black cherry,
Siberian elm, hackberry, boxelder maple and areas of dense white mulberry less than 1” diameter that comprise
the fencerow.
No trees were inventoried along the eastern boundary as the limits were located within the grassy buffer strip
bordering the bean plantings. The windbreak beyond this has a similar species composition to the other
fencerows/windbreaks on the site.
The south boundary of the inventory was soybeans.
The proposed access to Route 120 contains small-diamet er volunteer Siberian and buckthorn along the eastern
boundary, and a grove of black locust less than 3” diameter at the north end.
General Comments
x Most trees along the west property line have been pruned for overhead wire clearance.
x To keep the edges of the cultivated area clear of fallen trees and tree debris, the areas have been
bulldozed and the ground-plane level of the windbreaks and fencerow contain numerous logs, limbs,
stumps, and uprooted trees.
x Any trees that are long since dead or snags (only trunk portion remaining) were not included in the
inventory.
x Most of the trees have varying amounts of deadwood, sucker growth, decay or structural defects. If any
trees are to be preserved, a tree protection and maintenance program should be implemented. A
consistently applied tree health care program that proactively addresses issues such as insect and disease
control, a watering program during drought, establishing a regular pruning cycle, addressing storm
damage as it occurs will all help to reduce stress and allow the retained trees to maintain health and
vigor.
Sincerely,
URBAN FOREST MANAGEMENT, INC.
Kirsten L. Stewart
President
ISA Certified Arborist #IL-4277A
ISA Tree Risk Assessment Qualified (TRAQ) exp. 10/16/2028
SAF Certified Forester #2136
397
Tree Inventory Listing
2011 W. IL Route 120
McHenry, IL
Prepared by Urban Forest Management, Inc. 8/25/2023
Tag No. Location Botanical Name Common Name Size Cond. Form Problems Insect/Disease Comments Co-Leaders at DBH
201 W. property line Prunus serotina Black Cherry 8 5 5 slight sweep, branch scars Overhead wires. Bulldozed twin
leader dead and lying on the
ground
202 W. property line Acer negundo Boxelder Maple 10 4 4 pruned for overhead wires, excessive lean, suckering,
minor deadwood
Overhead wires. N. of 5th pole
from N. property line.
Forked at base with
a 7.5" co-leader.
203 W. property line Acer negundo Boxelder Maple 12 4 4 excessive lean, suckering, multiple leaders S. of 5th pole from N. property
line.
204 W. property line Quercus macrocarpa Bur Oak 10 3 5 damaged leader, pruned for overhead wires, trunk scar Forked at base with
a 6.75" co-leader.
205 W. property line Quercus macrocarpa Bur Oak 9 3 5 damaged leader, pruned for overhead wires, one sided,
suckering
Forked at 3' with a
9" co-leader.
206 W. property line Quercus macrocarpa Bur Oak 9 3 5 damaged leader, pruned for overhead wires, one sided,
207 W. property line Quercus macrocarpa Bur Oak 10.5 3 5 damaged leader, pruned for overhead wires, one sided,
suckering, basal decay
Forked at base with
9", 8.75", 6" co-
leaders.
208 W. property line Acer negundo Boxelder Maple 7 3 4 twist in trunk, multiple leaders Overhead wires
209 W. property line Prunus serotina Black Cherry 16 4 5 sweep, trunk scar, decay, slight lean, pruned for
overhead wires
Overhead wires
210 W. property line Quercus macrocarpa Bur Oak 11 3 5 pruned for overhead wires, slight sweep, epicormics Old leader removed at base Forked at 1' with an
11" co-leader.
211 W. property line Prunus serotina Black Cherry 11 4 5 damaged leader, decay, slight lean, sparse foliage
212 W. property line Prunus serotina Black Cherry 19 3 4 one sided, slight sweep, epicormics, pruned for
overhead wires
213 W. property line Acer negundo Boxelder Maple 12 4 4 over-topped, slight lean, suckering, minor deadwood Overhead wires. Dead twin
leader at base, snapped off at 5'.
214 W. property line Quercus macrocarpa Bur Oak 16 3 5 damaged leader, sweep, epicormics, pruned for
overhead wires
215 W. property line Acer negundo Boxelder Maple 17 4 4 upper cavity at 12' in main trunk, basal scar, slight lean,
suckering, pruned for overhead wires , heavy deadwood
216 W. property line Acer negundo Boxelder Maple 13 4 4 trunk scar, decay, decay, slight sweep, pruned for
overhead wires
217 W. property line Acer negundo Boxelder Maple 13 4 4 vine infested, one sided, pruned for overhead wires, thin
crown, suckering
218 W. property line Morus alba White Mulberry (Common Mulberry) 6.75 3 4 damaged leader, slight sweep, suckering, pruned for
overhead wires
219 Central N/S fencerow - S. end Acer negundo Boxelder Maple 12 3 4 slight sweep, one sided, thin crown
220 Central N/S fencerow - S. end Acer negundo Boxelder Maple 11 3 4 slight lean, multiple leaders
221 Central N/S fencerow - S. end Acer negundo Boxelder Maple 7.5 4 4 one sided, thin crown, over-topped, hollow, trunk scar
222 Central N/S fencerow Prunus serotina Black Cherry 9 3 4 over-topped, thin crown, slight sweep Forked at. 5' with a
9" (dead) co-leader.
223 Central N/S fencerow Ulmus pumila Siberian Elm 14 3 3 minor deadwood, double leader elm leaf beetle
224 Central N/S fencerow Prunus serotina Black Cherry 9 3 4 double leader
225 Central N/S fencerow Acer negundo Boxelder Maple 14 3 4 minor deadwood, double leader
226 Central N/S fencerow Acer negundo Boxelder Maple 14 3 4 one sided, thin crown, slight sweep
227 Central N/S fencerow Acer negundo Boxelder Maple 9 5 5 sparse foliage, damaged leader, top broken off
228 Central N/S fencerow Acer negundo Boxelder Maple 9 3 4 slight sweep, multiple leaders
229 Central N/S fencerow Acer negundo Boxelder Maple 10 4 5 excessive lean, multiple leaders, trunk scar, damaged
leader
Forked at 3.5' with
4", 4" co-leaders.
230 Central N/S fencerow Prunus serotina Black Cherry 13 5 4 dieback, sparse foliage, heavy deadwood, decay, broken
limbs
(1) co-leader and few suckers
are alive
Forked at 4' with a
10" (dead) co-
leader.
231 Central N/S fencerow Acer negundo Boxelder Maple 15 4 4 one sided, thin crown, double leader, dieback
232 Central N/S fencerow Acer negundo Boxelder Maple 11 3 4 slight lean, multiple leaders, one sided, thin crown
233 Central N/S fencerow Acer negundo Boxelder Maple 11 3 4 slight lean, multiple leaders, one sided
234 Central N/S fencerow Acer negundo Boxelder Maple 13 3 4 one sided, suckering
235 Central N/S fencerow Acer negundo Boxelder Maple 19 3 4 one sided, slight lean
236 Central N/S fencerow Acer negundo Boxelder Maple 6.25 3 4 one sided, sweep, over-topped, broken limbs
Page 1 of 2
398
Tree Inventory Listing
2011 W. IL Route 120
McHenry, IL
Prepared by Urban Forest Management, Inc. 8/25/2023
Tag No. Location Botanical Name Common Name Size Cond. Form Problems Insect/Disease Comments Co-Leaders at DBH
237 Central N/S fencerow Acer negundo Boxelder Maple 18 4 4 minor deadwood, dieback, double leader, thin crown,
suckering
238 Central N/S fencerow Acer negundo Boxelder Maple 24 5 5 suckering, top broken off
239 Central N/S fencerow Acer negundo Boxelder Maple 14 3 4 minor deadwood, suckering, thin crown, slight sweep
240 Central N/S fencerow Acer negundo Boxelder Maple 10 3 4 twist in trunk, one sided, double leader
241 Central N/S fencerow Acer negundo Boxelder Maple 21 3 4 slight sweep
242 Central N/S fencerow Acer negundo Boxelder Maple 22 3 4 trunk scar, one sided, basal scar, double leader, minor
deadwood
243 Central N/S fencerow Acer negundo Boxelder Maple 20 4 4 slight lean, double leader, trunk scar, dieback, decay,
minor deadwood
244 Central N/S fencerow Ulmus americana American Elm 7 3 3 multiple leaders, suckering
245 Central N/S fencerow Prunus serotina Black Cherry 9 4 3 slight lean, minor deadwood, dieback, double leader
246 Central N/S fencerow Morus alba White Mulberry (Common Mulberry) 14 4 4 slight lean, trunk scar, suckering
247 Central N/S fencerow Acer negundo Boxelder Maple 21 3 3 basal scar, suckering, multiple leaders, minor deadwood
248 Central N/S fencerow Acer negundo Boxelder Maple 12 5 4 damaged leader, top broken off, suckering, dieback Forked at 1.5' with
an 11" co-leader.
249 Central N/S fencerow Acer negundo Boxelder Maple 14 5 4 dieback, suckering
250 Access to Rt 120 - S. corner Acer negundo Boxelder Maple 17 3 3 minor deadwood, suckering
251 Access to Rt 120 Acer negundo Boxelder Maple 30 4 3 vine infested, multiple leaders, minor deadwood,
dieback, trunk scar
252 Access to Rt 120 Acer negundo Boxelder Maple 12 3 4 one sided, damaged leader, slight sweep, basal scar Forked at 1' with 9",
7" co-leaders.
253 Access to Rt 120 Prunus serotina Black Cherry 12 3 4 minor deadwood, slight lean, double leader
254 Access to Rt 120 Acer negundo Boxelder Maple 6 3 4 over-topped, slight sweep, decay Forked at 3' with a
4" co-leader.
255 Access to Rt 120 Ulmus pumila Siberian Elm 18 3 4 thin crown, multiple leaders, weak crotch, wetwood,
minor deadwood
256 Access to Rt 120 Prunus serotina Black Cherry 6 3 4 over-topped, twist in trunk Forked at base with
5" (dead) co-leader.
257 Access to Rt 120 Ulmus pumila Siberian Elm 17 3 4 weak crotch, multiple leaders, one sided, over-topped,
minor deadwood
elm leaf beetle
258 Access to Rt 120 Acer negundo Boxelder Maple 15 3 4 basal scar, slight sweep, minor deadwood, over-topped,
one sided
Forked at 4.5' with a
14" co-leader.
259 Access to Rt 120 Ulmus pumila Siberian Elm 7 3 3 multiple leaders elm leaf beetle
260 Access to Rt 120 Ulmus pumila Siberian Elm 6 3 4 suckering, minor deadwood, slight lean elm leaf beetle Forked at base with
a 4" co-leader.
261 Access to Rt 120 Ulmus pumila Siberian Elm 10 3 3 multiple leaders, minor deadwood elm leaf beetle
262 Access to Rt 120 Prunus serotina Black Cherry 10 3 4 one sided, slight lean, minor deadwood
263 Access to Rt 120 Prunus serotina Black Cherry 7.75 4 4 over-topped, slight sweep, one sided, dieback, minor
deadwood
264 Access to Rt 120 Acer negundo Boxelder Maple 20 4 3 minor deadwood, suckering, decay, multiple leaders Forked at 3.5' with
11", 11" co-leaders.
265 Access to Rt 120 Prunus serotina Black Cherry 9 3 4 one sided, multiple leaders, thin crown
266 Access to Rt 120 Prunus serotina Black Cherry 8 4 4 over-topped, slight sweep, over-topped, slight lean, thin
crown, sparse foliage, dieback
267 Access to Rt 120 Acer negundo Boxelder Maple 11 4 5 dieback, sparse foliage, minor deadwood, double leader Forked at 2' with an
11" co-leader.
268 Access to Rt 120 Acer negundo Boxelder Maple 33 4 3 basal decay, slight lean, weak crotch, dieback, suckering,
minor deadwood
Forked at 2' with a
21" co-leader.
269 Access to Rt 120 Acer negundo Boxelder Maple 11 3 4 slight sweep, weak crotch, one sided, minor deadwood Forked at base with #270 Forked at 2.5' with a
10" co-leader.
270 Access to Rt 120 Prunus serotina Black Cherry 21 3 3 multiple leaders, weak crotch, minor deadwood Forked at base with #269
271 Access to Rt 120 Acer negundo Boxelder Maple 17 4 4 minor deadwood, weak crotch, multiple leaders, dieback
Page 2 of 2
399
Species Summary
2011 W. IL Route 120
McHenry, IL
Prepared by Urban Forest Management, Inc. 8/25/2023
Botanical Name Common Name Cond. 1 Cond. 2 Cond. 3 Cond. 4 Cond. 5 Cond. 6
Number of Trees
Inventoried
Percentage of Trees
Inventoried
Acer negundo Boxelder Maple 21 16 4 41 57.7%
Morus alba White Mulberry (Common Mulberry)1 1 2 2.8%
Prunus serotina Black Cherry 8 5 2 15 21.1%
Quercus macrocarpa Bur Oak 6 6 8.5%
Ulmus americana American Elm 1 1 1.4%
Ulmus pumila Siberian Elm 6 6 8.5%
0 0 43 22 6 0 71 100.0%
Cond. 1-3: 43 60.6%
Cond. 4-6: 28 39.4%
400
DECORATIVE LOUVER
ASPHALT SHINGLES
GUTTERS AND
DOWNSPOUTS
HORIZONTAL SIDING
SHAKES
CORNER TRIM
STONE VENEER
OVERHEAD GARAGE DOOR
SINGLE HUNG
6'-6" X 6'-8" SLIDING PATIO
DOOR
VINYL
DIMENSIONAL 30
YEAR LAMINATED
PREFINISHED
ALUMINUM
VINYL
VINYL
VINYL
PRESTIGE
RAISED PANEL
PAN STEEL
VINYL
VINYL
ITEM:MATERIAL / STYLE:
WHITE
WEATHERED WOOD
WHITE
VARIES
VARIES
WHITE
OHIO SOUTHERN
LIMESTONE
WHITE
STANDARD WHITE WITH
COLONIAL PATTERN
FLAT GRIDS
WHITE
COLOR:
NOTE:
ADDRESS FOR EACH UNIT TO BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE
AND LEGIBLE FROM THE STREET OR ROAD.
EXTERIOR FINISH MATERIAL SELECTIONS
LEASING OFFICE, FORESTWOOD, CAPEWOOD
FRONT ELEVATION1SCALE: 3/32" = 1'-0"LEASING OFFICE, FORESTWOOD, CAPEWOOD
REAR ELEVATION2SCALE: 3/32" = 1'-0"LEASING OFFICE, FORESTWOOD, CAPEWOOD
HIGH PROFILE SIDE ELEVATION3SCALE: 3/32" = 1'-0"CAPEWOODHIGH PROFILE SIDE ELEVATION4SCALE: 3/32" = 1'-0"LEASING OFFICEPARTIAL SIDE ELEVATION5SCALE: 3/32" = 1'-0"FORESTWOOD
AC
PANTRY
BATH 2
MECH.
BEDROOM
2
MASTER
BEDROOM DEN
GREAT
ROOM
ENTRY
GARAGE
CLOSET
LAUNDRY
CLOSET
MSTR.
BATH
WALK-IN
CLOSET
KITCHEN
SUNROOM
PORCH
PATIO
GARAGE
MASTER
BEDROOM
DEN
MSTR.
BATH
WALK-IN
CLOSET
KITCHEN
BATH 2
GREAT
ROOM
BEDROOM
2
ENTRY
PATIO
MECH.
CLOSET
AC
CLOSET
CLOSET
LINEN
PANTRY
AC
STORAGE
KITCHEN
OFFICE
PET
WASH
REST-
ROOM
RECEPTION
OFFICE
COVERED WALK WAY
PORCH
PORCH
STONE VENEER
CORNER TRIM
HORIZONTAL SIDING
GUTTERS AND DOWNSPOUTS
ASPHALT SHINGLES
CONTINUOUS RIDGE VENT
OVERHEAD GARAGE DOOR
LIGHT FIXTURE
DECORATIVE LOUVER - TYP.
6x6 P.T. WOOD POST WITH PVC
SLEEVE. COLOR: WHITE
SINGLE HUNG WINDOW WITH
4" TRIM (TOP AND SIDES)
DECORATIVE
LOUVER - TYP.
SHAKES
SINGLE HUNG WINDOW
WITH 4" TRIM (ALL 4 SIDES)
12
5
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"
12 5
6x6 P.T. WOOD POST WITH PVC
SLEEVE. COLOR: WHITE
SINGLE HUNG WINDOW WITH 4" TRIM
(TOP AND SIDES)
FULL LITE DOOR
12
5
6' HIGH x 8' WIDE VINYL
PRIVACY FENCE (TYP.)
1'-0"
SINGLE HUNG WINDOW
WITH 4" TRIM (ALL 4 SIDES)
CORNER TRIM
HORIZONTAL SIDING
GUTTERS AND DOWNSPOUTS
ASPHALT SHINGLES
CONTINUOUS RIDGE VENT
6x6 P.T. WOOD POST WITH PVC
SLEEVE. COLOR: WHITE
STONE VENEERA/C A/C
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"
EL :+9'-1"
(SUNROOM)BEARINGTRUSS
1'-0"1'-0"
2-LITE SLIDER WINDOW
WITH 4" TRIM (ALL 4 SIDES)
A/C
12
5
12
5
CORNER TRIM
HORIZONTAL SIDING
GUTTERS AND DOWNSPOUTS
SINGLE HUNG WINDOW WITH
4" TRIM (TOP AND SIDES)
DECORATIVE LOUVER - TYP.
CONTINUOUS RIDGE VENT
VINYL "BOARD ON BOARD"
PRIVACY FENCE
ASPHALT SHINGLES
SHAKES
SINGLE HUNG WINDOW WITH
4" TRIM (TOP AND SIDES)
12
5
12
5
DECORATIVE
LOUVER - TYP.
SHAKES
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"
HALF-LITE DOOR
1'-0"
REINFORCED CONCRETE
FOOTING
STONE VENEER
CORNER TRIM
HORIZONTAL SIDING
GUTTERS AND DOWNSPOUTS
ASPHALT SHINGLES
LOMANCO ALUMINUM SLANT BACK
ROOF VENT #750. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS
8'-0"6'-0" MIN.6'-0" MIN.
OVERALL FLOOR PLAN
28'-0"
FORESTWOOD
194'-0" (OVERALL)
28'-0"
FORESTWOOD
40'-0"
LEASING OFFICE
28'-0"
FORESTWOOD
67
'
-
8
12"O
V
E
R
A
L
L
42'-0"
CAPEWOOD
28'-0"
FORESTWOOD
A/C A/C A/C
STONE VENEER
CONTINUOUS RIDGE VENT
6x6 P.T. WOOD POST WITH
PVC SLEEVE. COLOR: WHITE
NOTE:
HIGH PROFILE SIDE
ELEVATION OCCURS AT
STREET VIEW ONLY
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"
EL :+9'-1"
(SUNROOM)BEARINGTRUSS
SCALE : 3/32" = 1'-0"
NOTE:
STONE RETURN OCCURS
ADJACENT TO HIGH
PROFILE SIDE ELEVATION
ONLY
REVISIONS
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THIS DRAWING IS NOT
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PRELIMINARY
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1 OF 4
401
DECORATIVE LOUVER
ASPHALT SHINGLES
GUTTERS AND
DOWNSPOUTS
HORIZONTAL SIDING
SHAKES
CORNER TRIM
STONE VENEER
OVERHEAD GARAGE DOOR
SINGLE HUNG
6'-6" X 6'-8" SLIDING PATIO
DOOR
VINYL
DIMENSIONAL 30
YEAR LAMINATED
PREFINISHED
ALUMINUM
VINYL
VINYL
VINYL
PRESTIGE
RAISED PANEL
PAN STEEL
VINYL
VINYL
ITEM:MATERIAL / STYLE:
WHITE
WEATHERED WOOD
WHITE
VARIES
VARIES
WHITE
OHIO SOUTHERN
LIMESTONE
WHITE
STANDARD WHITE WITH
COLONIAL PATTERN
FLAT GRIDS
WHITE
COLOR:
NOTE:
ADDRESS FOR EACH UNIT TO BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE
AND LEGIBLE FROM THE STREET OR ROAD.
EXTERIOR FINISH MATERIAL SELECTIONS
MEADOWOOD, FORESTWOOD, MEADOWOOD
FRONT ELEVATION1SCALE: 3/32" = 1'-0"MEADOWOOD, FORESTWOOD, MEADOWOOD
REAR ELEVATION2SCALE: 3/32" = 1'-0"MEADOWOOD, FORESTWOOD, MEADOWOOD
HIGH PROFILE SIDE ELEVATION3SCALE: 3/32" = 1'-0"MEADOWOODSTANDARD SIDE ELEVATION4SCALE: 3/32" = 1'-0"MEADOWOODPARTIAL SIDE ELEVATION5SCALE: 3/32" = 1'-0"FORESTWOOD
1'-0"
REINFORCED CONCRETE
FOOTING
STONE VENEER
CORNER TRIM
HORIZONTAL SIDING
GUTTERS AND DOWNSPOUTS
ASPHALT SHINGLES
LOMANCO ALUMINUM SLANT BACK
ROOF VENT #750. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS
8'-0"6'-0" MIN.6'-0" MIN.
28'-0"
67
'
-
8
12"
O
V
E
R
A
L
L
MEADOWOOD
GARAGE
MASTER
BEDROOM
DEN
MSTR.
BATH
WALK-IN
CLOSET
KITCHEN
BATH 2
GREAT
ROOM
BEDROOM
2
ENTRY
PATIO
MECH.
LAUNDRY
CLOSET
AC
CLOSET
PANTRY
LINEN
168'-0" (OVERALL)
28'-0"
FORESTWOOD
28'-0"
FORESTWOOD
28'-0"
FORESTWOOD
28'-0"
FORESTWOOD
28'-0"
MEADOWOOD
12
5
12
5
CORNER TRIM
HORIZONTAL SIDING
GUTTERS AND DOWNSPOUTS
SINGLE HUNG WINDOW WITH
4" TRIM (TOP AND SIDES)
DECORATIVE LOUVER - TYP.
CONTINUOUS RIDGE VENT
VINYL "BOARD ON BOARD"
PRIVACY FENCE
ASPHALT SHINGLES
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"1'-0"STONE VENEER
CONTINUOUS RIDGE VENT
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"
SINGLE HUNG WINDOW WITH
4" TRIM (ALL 4 SIDES)
12
5
12
5
DECORATIVE
LOUVER - TYP.
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"
STONE VENEER
CORNER TRIM
HORIZONTAL SIDING
GUTTERS AND DOWNSPOUTS
ASPHALT SHINGLES
CONTINUOUS RIDGE VENT
OVERHEAD GARAGE DOOR
LIGHT FIXTURE
DECORATIVE LOUVER - TYP.
DECORATIVE
LOUVER - TYP.
SHAKES
SINGLE HUNG WINDOW
WITH 4" TRIM (ALL 4 SIDES)
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"
A/C A/C
CORNER TRIM
HORIZONTAL SIDING
GUTTERS AND DOWNSPOUTS
LIGHT FIXTURE
SINGLE HUNG WINDOW WITH
4" TRIM (ALL 4 SIDES)
ASPHALT SHINGLES
CONTINUOUS RIDGE VENT
6' HIGH x 8' WIDE VINYL
PRIVACY FENCE (TYP.)
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"
6'-6"x6'-8" SLIDING PATIO DOOR
12
512
5
A/C A/CA/C
1'-0"
NOTE:
STONE RETURN OCCURS
ADJACENT TO HIGH
PROFILE SIDE ELEVATION
ONLY
A/C
SHAKES
SCALE : 3/32" = 1'-0"
OVERALL FLOOR PLAN
REVISIONS
PR
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THIS DRAWING IS NOT
FOR CONSTRUCTION
PRELIMINARY
Mc
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2 OF 4
402
DECORATIVE LOUVER
ASPHALT SHINGLES
GUTTERS AND
DOWNSPOUTS
HORIZONTAL SIDING
SHAKES
CORNER TRIM
STONE VENEER
OVERHEAD GARAGE DOOR
SINGLE HUNG
6'-6" X 6'-8" SLIDING PATIO
DOOR
VINYL
DIMENSIONAL 30
YEAR LAMINATED
PREFINISHED
ALUMINUM
VINYL
VINYL
VINYL
PRESTIGE
RAISED PANEL
PAN STEEL
VINYL
VINYL
ITEM:MATERIAL / STYLE:
WHITE
WEATHERED WOOD
WHITE
VARIES
VARIES
WHITE
OHIO SOUTHERN
LIMESTONE
WHITE
STANDARD WHITE WITH
COLONIAL PATTERN
FLAT GRIDS
WHITE
COLOR:
NOTE:
ADDRESS FOR EACH UNIT TO BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE
AND LEGIBLE FROM THE STREET OR ROAD.
EXTERIOR FINISH MATERIAL SELECTIONS
CAPEWOOD, FORESTWOOD, CAPEWOOD
FRONT ELEVATION1SCALE: 3/32" = 1'-0"CAPEWOOD, FORESTWOOD, CAPEWOOD
REAR ELEVATION2SCALE: 3/32" = 1'-0"CAPEWOOD, FORESTWOOD, CAPEWOOD
STANDARD SIDE ELEVATION3SCALE: 3/32" = 1'-0"CAPEWOODHIGH PROFILE SIDE ELEVATION4SCALE: 3/32" = 1'-0"CAPEWOODPARTIAL SIDE ELEVATION5SCALE: 3/32" = 1'-0"FORESTWOOD
OVERALL FLOOR PLAN
AC
PANTRY
BATH 2
MECH.
BEDROOM
2
MASTER
BEDROOM DEN
GREAT
ROOM
ENTRY
GARAGE
CLOSET
LAUNDRY
CLOSET
MSTR.
BATH
WALK-IN
CLOSET
KITCHEN
SUNROOM
PORCH
PATIO
GARAGE
MASTER
BEDROOM
DEN
MSTR.
BATH
WALK-IN
CLOSET
KITCHEN
BATH 2
GREAT
ROOM
BEDROOM
2
ENTRY
PATIO
MECH.
LAUNDRY
CLOSET
AC
CLOSET
CLOSET
LINEN
PANTRY
67
'
-
8
12"O
V
E
R
A
L
L
42'-0"
CAPEWOOD
168'-0" (OVERALL)
28'-0"
FORESTWOOD
28'-0"
FORESTWOOD
28'-0"
FORESTWOOD
42'-0"
CAPEWOOD
1'-0"
REINFORCED CONCRETE
FOOTING
STONE VENEER
CORNER TRIM
HORIZONTAL SIDING
GUTTERS AND DOWNSPOUTS
ASPHALT SHINGLES
LOMANCO ALUMINUM SLANT BACK
ROOF VENT #750. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS
8'-0"6'-0" MIN.6'-0" MIN.
STONE VENEER
CORNER TRIM
HORIZONTAL SIDING
GUTTERS AND DOWNSPOUTS
ASPHALT SHINGLES
CONTINUOUS RIDGE VENT
OVERHEAD GARAGE DOOR
LIGHT FIXTURE
DECORATIVE LOUVER - TYP.
6x6 P.T. WOOD POST WITH PVC
SLEEVE. COLOR: WHITE
SINGLE HUNG WINDOW WITH
4" TRIM (TOP AND SIDES)
DECORATIVE
LOUVER - TYP.
SHAKES
12
5
12
5
1'-0"1'-0"
12
5
12
5
CORNER TRIM
HORIZONTAL SIDING
GUTTERS AND DOWNSPOUTS
SINGLE HUNG WINDOW WITH
4" TRIM (ALL 4 SIDES)
DECORATIVE LOUVER - TYP.
CONTINUOUS RIDGE VENT
VINYL "BOARD ON BOARD"
PRIVACY FENCE
ASPHALT SHINGLES
STONE VENEER
CONTINUOUS RIDGE VENT
6x6 P.T. WOOD POST WITH
PVC SLEEVE. COLOR: WHITE
SINGLE HUNG WINDOW WITH
4" TRIM (TOP AND SIDES)
NOTE:
HIGH PROFILE SIDE
ELEVATION OCCURS AT
STREET VIEW ONLY
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"
EL :+9'-1"
(SUNROOM)BEARINGTRUSS
DECORATIVE
LOUVER - TYP.
SHAKES
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"
EL :+9'-1"
(SUNROOM)BEARINGTRUSS
CORNER TRIM
HORIZONTAL SIDING
GUTTERS AND DOWNSPOUTS
LIGHT FIXTURE
ASPHALT SHINGLES
2-LITE SLIDER WINDOW WITH
4" TRIM (ALL 4 SIDES)
CONTINUOUS RIDGE VENT
6'-6"x6'-8" SLIDING PATIO DOOR
NOTE:
STONE RETURN OCCURS
ADJACENT TO HIGH
PROFILE SIDE ELEVATION
ONLY
A/C A/C
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"
EL :+9'-1"
(SUNROOM)BEARINGTRUSS
1'-0"1'-0"
A/C A/C A/C
SINGLE HUNG WINDOW
WITH 4" TRIM (ALL 4 SIDES)
12
5
12
5
SCALE : 3/32" = 1'-0"
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"
6' HIGH x 8' WIDE VINYL
PRIVACY FENCE (TYP.)
SINGLE HUNG WINDOW
WITH 4" TRIM (ALL 4 SIDES)
REVISIONS
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NOTE!!!
THIS DRAWING IS NOT
FOR CONSTRUCTION
PRELIMINARY
Mc
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403
DECORATIVE LOUVER
ASPHALT SHINGLES
GUTTERS AND
DOWNSPOUTS
HORIZONTAL SIDING
SHAKES
CORNER TRIM
STONE VENEER
OVERHEAD GARAGE DOOR
SINGLE HUNG
6'-6" X 6'-8" SLIDING PATIO
DOOR
VINYL
DIMENSIONAL 30
YEAR LAMINATED
PREFINISHED
ALUMINUM
VINYL
VINYL
VINYL
PRESTIGE
RAISED PANEL
PAN STEEL
VINYL
VINYL
ITEM:MATERIAL / STYLE:
WHITE
WEATHERED WOOD
WHITE
VARIES
VARIES
WHITE
OHIO SOUTHERN
LIMESTONE
WHITE
STANDARD WHITE WITH
COLONIAL PATTERN
FLAT GRIDS
WHITE
COLOR:
NOTE:
ADDRESS FOR EACH UNIT TO BE PLACED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE
AND LEGIBLE FROM THE STREET OR ROAD.
EXTERIOR FINISH MATERIAL SELECTIONS
WILLOWOOD
HIGH PROFILE SIDE ELEVATION3SCALE: 3/32" = 1'-0"WILLOWOODSTANDARD SIDE ELEVATION4SCALE: 3/32" = 1'-0"WILLOWOOD
OVERALL FLOOR PLAN
PARTIAL SIDE ELEVATION5SCALE: 3/32" = 1'-0"WILLOWOOD
1'-0"
REINFORCED CONCRETE
FOOTING
STONE VENEER
CORNER TRIM
HORIZONTAL SIDING
GUTTERS AND DOWNSPOUTS
ASPHALT SHINGLES
LOMANCO ALUMINUM SLANT BACK
ROOF VENT #750. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS
8'-0"6'-0" MIN.
FRONT ELEVATION1SCALE: 3/32" = 1'-0"WILLOWOOD
REAR ELEVATION2SCALE: 3/32" = 1'-0"WILLOWOOD
52
'
-
0
"
O
V
E
R
A
L
L
38'-0"38'-0"
WILLOWOOD
38'-0"
WILLOWOOD
38'-0"
WILLOWOOD
190'-0" (OVERALL)
STONE VENEER
CORNER TRIM
HORIZONTAL SIDING
GUTTERS AND DOWNSPOUTS
ASPHALT SHINGLES
CONTINUOUS RIDGE VENT
OVERHEAD GARAGE DOOR
A/C A/C CORNER TRIM
HORIZONTAL SIDING
GUTTERS AND DOWNSPOUTS
2-LITE SLIDER WINDOW WITH
4" TRIM (ALL 4 SIDES)
SINGLE HUNG WINDOW WITH
4" TRIM (ALL 4 SIDES)
ASPHALT SHINGLES
CONTINUOUS RIDGE VENT
6'-6"x6'-8" SLIDING PATIO DOOR
WITH TRANSOM ABOVE
WILLOWOOD
38'-0"
WILLOWOOD
GARAGE
MASTER
BEDROOM
DEN
MSTR.
BATH
WALK-IN
CLOSET
KITCHEN
BATH 2
GREAT
ROOM
BEDROOM
2
ENTRY
PORCH
MECH.LAUNDRY
CLOSET
AC
CLOSET
PANTRY
LINEN
SINGLE HUNG WINDOW WITH 4"
TRIM (TOP AND SIDES)
DECORATIVE
LOUVER - TYP.
SHAKES
A/CA/CA/C
1'-0"
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"
NOTE:
STONE RETURN OCCURS
ADJACENT TO HIGH
PROFILE SIDE ELEVATION
ONLY
12
5125
SCREENED IN PATIO
AREA WITH DOOR (TYP.)
NOTE:
HIGH PROFILE SIDE
ELEVATION OCCURS AT
STREET VIEW ONLY
12
5
12
5
CORNER TRIM
HORIZONTAL SIDING
GUTTERS AND DOWNSPOUTS
DECORATIVE LOUVER - TYP.
CONTINUOUS RIDGE VENT
ASPHALT SHINGLES
SHAKES
STONE VENEER
CONTINUOUS RIDGE VENT
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"1'-0"
EL :+8'-1"
FINISHED FLOOR
TRUSS BEARING
EL :+0'-0"
12
5
12
5
DECORATIVE
LOUVER - TYP.
SCALE : 3/32" = 1'-0"
SINGLE HUNG WINDOW
WITH 4" TRIM (ALL 4 SIDES)
REVISIONS
PR
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E
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#
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THIS DRAWING IS NOT
FOR CONSTRUCTION
PRELIMINARY
Mc
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404
405
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419
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421
422
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424
425
426
427
428
429
430
431
432
433
434
435
436
ROADWAYS
TO BE
CONSTRUCTED
BY REDWOOD
OFFSITE
UTILITIES TO BE
CONSTRUCTED
BY REDWOOD
OFFSITE
437
438
439
Unit Type Persons per Unit Assumed Daily Water Use Fee Projected Daily Water Use Fee
2-Bedroom 1.914 172 4,969.00$ 139 4,015.65$
Notes:
(1) Assumed Daily Water Use based on Capital Development Fee Study by B&W dated April 2020 of 90 gallons per person per day.
(2) Projected Daily Water Use base on Westfield, IN development water use.
(3) Clubhouse or common areas to pay Impact Fee based on water meter size.
(4) Proposed Fee based on the ratio of Projected Daily Water Use/Assumed Daily Water Use.
(5) For reference, the impact fee for a 2-bedroom attached single-family unit is $5,166. This is slightly more than the apratment classification.
Unit Type Number of Units Fee per Unit Total Fee Fee per Unit Total Fee
2-Bedroom 177 $4,969.00 879,513.00$ $4,015.65 710,770.05$
Total 879,513.00$ 710,770.05$
Notes:
(5) Proposed Sewer/Water Impact Fees of $710,770.05 to be paid at building permit.
(6) At these water use rates, the development will use 24,603 gallons per day on average.
TOTAL WATER AND SEWER IMPACT FEE REVENUE
CURRENT IMPACT FEE PROPOSED IMPACT FEES
REDWOOD PROPERTIES
CHAPEL HILL ROAD APARTMENTS
10/22/2024
CURRENT IMPACT FEE - APARTMENTS PROPOSED IMPACT FEES
SEWER & WATER COMBINED IMPACT FEE
440
REDWOOD
WATER USE ANALYSIS
WESTFIELD - INDIANA
10/21/2024
Address Jan Feb Mar April May June July Aug Sept Oct Nov Dec
Annual Gallons
Used - Total Number of Units
Number of Days in
Billing Periods
(12/23/21-
12/27/22)
Avg Daily
Consumption
(Gallons per Day
per Unit)
Meter 80334254 258,500 209,900 217,900 228,200 212,800 232,800 219,100 239,200 239,200 206,200 201,700 185,900 2,651,400 ---
Meter 16300195 389,000 302,000 320,000 331,000 333,000 337,000 315,000 334,000 334,000 304,000 317,000 364,000 3,980,000 ---
---
6,631,400 131 365 139
Notes
1. Water records provided by Redwood for Westfield, IN develpoment.
2. Billing records show 2 master meters for the entire development.
3. No records provided for September billing. Water use similar to Aug was assumed.
4. Billing period is 365 days.
Gallons Used per Billing Period
441
442
443
444
Staff Report for the City of McHenry Planning & Zoning Commission
Staff Comments
The following comments and conclusions are based upon staff analysis and review prior to this hearing and are
to be considered viable unless evidence is established to the contrary. Staff may have additional comments
based upon the testimony presented during the public hearing.
BACKGROUND & REQUEST SUMMARY
The petitioner, Redwood USA LLC., is seeking the following zoning approvals prior to annexation:
1. Preliminary Plat of Subdivision
2. Zoning Map Amendment RM-1 Low Density Multi-Family Residential District
3. Conditional Use Permit for a 180-unit Townhome Preliminary Planned Unit Development
The subject property is currently located in unincorporated McHenry County and is seeking zoning approvals
prior to annexation. The petitioner is proposing to construct a 180-unit, rental townhome development on a
27.52-acre portion of a 122.477-acre tract of land located near the southeast corner of the intersection of IL-
120 and Chapel Hill Road. The proposed 36 buildings would consist of 3-6-units, single-story, ranch style
townhomes. The petitioner is proposing to construct the development in two phases. The site would be
serviced by City Water and Sanitary Sewer that would be extended from the southwest corner of the
intersection of Chapel Hill Road and IL-120. The site would be serviced by a private circulating driveway
constructed of concrete with sidewalk on one side and a posted 12 mph speed limit.
Access to the site would include a right-in, right-out restricted access on Chapel Hill Road. This is in compliance
with the City’s agreement with access controls on a County Highway per the Bull Valley Rd, Miller Rd, River
Rd., Chapel Hill Rd (BMRC) Corridor Study in 2003. The proposed full access to the site is located on IL-120
which is currently in conflict with an access permit submitted to IDOT for the property located on the north
side of IL-120 (Jack Pease’s/Super Aggregates). The petitioner and City Staff have been working with IDOT for
almost a year now to resolve the full access conflict with the property located on the north side of IL-120.
According to Redwood, the average age for a resident of Redwood is 50.6 years, 70% of Redwood residents
are empty nesters, and most relocate from within a 3-mile radius of the neighborhood. The development is
anticipated to generate approximately 12-13 school-aged children according to Redwood’s statistics. Given
the demographic served, staff does not object to the absence of park space. City Council also shared a similar
opinion, in regards to the park space, during the petitioner’s conceptual presentation in April.
CITY OF MCHENRY ORDINANCES
• The petitioner must meet the Approval Criteria for Zoning Amendments, listed in §11-5-5 of the City of
McHenry Zoning Ordinance.
• The petitioner must meet the Approval Criteria for Conditional Uses, listed in §11-15-5 of the City of
McHenry Zoning Ordinance.
• The petitioner must meet the Standards for Planned Unit Developments, listed in §11-20-5 of the City
of McHenry Zoning Ordinance.
445
STAFF ANALYSIS
FUTURE LAND USE MAP RECOMMENDATION
The City’s Future Land Use Map recommends Integrated Design District (IDD) land use which allows for
multiple use types and encourages creative design. The City recently retired the use of IDD in favor of a
traditional Planned Unit Development Ordinance which function similarly to IDD developments but is more
familiar to developers. The proposed development is in compliance with the future land use map
recommendation for planned developments.
Although the petitioner is proposing a standard layout for an attached single-family development, certain
design elements, such as the proposed concrete private drive, will be privately owned and managed by
Redwood and could be considered unique from a financial perspective. Private drive area ownership would
mean a reduction on the overall financial burden on the City since the City would not need to plow or
maintain new public infrastructure.
Future Circulation Road & Concept Land Use Plan. Staff have provided a concept circulation plan for a future
access road connecting with one of the planned full access/signalized intersections further west of the site.
Please note, the site plan shown below is an older version before the petitioner revised the plan to push the
right-in, right-out only access from the development area into the public road. This plan also assumes the
School District property located west of the site is not developed into a new school. At some point, the City
will need to decide if or where planned public park space would be appropriate within the area.
446
CURRENT LAND USE & ZONING
The subject property is currently zoned B3 General Business District on a portion of the property fronting IL-
120 and R1 Single Family Residential for the remainder of the property in Unincorporated McHenry County
and is currently vacant. Upon annexation the petitioner is requesting to rezone a portion of the property to
RM-1 Low Density Multi-Family Residential District. The remainder of the property being annexed would be
zoned the most restrictive form of residential zoning (Estate District) per State Statute. Given that the
remaining land surrounding the subdivision site will remain vacant, staff does not anticipate the petitioner’s
request would generate any adverse impacts on the surrounding property owners.
COMPREHENSIVE PLAN OBJECTIVES & POLICIES
Overall, staff believes the proposed development is consistent with the City’s Comprehensive Plan objectives
and policies. Staff comments italicized.
View full list of City Plans at www.cityofmchenry.org/planningdocuments
• Land Use, Objective – “Allow a mixture of land uses in appropriate areas to promote responsible
growth while providing a high quality of life to the residents.” (p. 27)
Overall, staff believes the proposed development is consistent with providing a mixture of land uses in
appropriate areas to promote high quality growth and development. Located on a County Highway, the
BMRC Study identifies a future multiuse path along the east side of the road that will connect to
Moraine Hills State Park. Future residents of the development would be able to take advantage of the
proximity to enjoy the popular recreation destination.
• Land Use, Policy – “Promote the Integrated Design District land use for unique or urban properties in
the City.” (p. 27)
Although the City retired the use of the IDD and replaced it with a Planned Unit Development
Ordinance, both zoning tools are substantially similar. As previously identified in the staff report, the
petitioner is proposing to construct concrete drive areas which may be considered unique from a
financial perspective which will reduce the projects overall financial burden on the City.
• Growth, Policy – “Encourage responsible, orderly growth in the City by assisting property owners with
annexation, supporting development plans and promoting redevelopment.” (p. 28)
Staff believes approval of the request would be supportive of promoting and assisting property owners
with annexation.
STAFF SUMMARY ANALYSIS
• Given the type of demographic (51+) primarily serviced by this development, staff does not object to
the lack of park space.
• Staff does not anticipate the proposed development will generate any adverse impacts on the
adjoining property owners.
• Staff believes the proposed development is in substantial conformance with the future land use map
recommendation for planned developments.
447
If the Planning & Zoning Commission agrees with staff’s assessment, then the following motion is
recommended:
MOTION: I motion to recommend approval of the petitioner’s request for a Zoning Map Amendment upon
annexation to RM-1 Low Density Multi-Family Residential District for the Subject Property.
AND
By making said motion, you agree that the approval criteria for Zoning Map Amendments have been met as
outlined in the staff report.
ZONING MAP AMENDMENT APPROVAL CRITERIA (§11-5-5)
A. Compatible With Use Or Zoning of Environs.
Staff believes the proposed rezoning of the property is compatible with the surrounding land use. The
existing land use is currently vacant. Once the property is developed the surrounding property will
continue to be vacant. Therefore, the development is not anticipated to generate any adverse impacts.
B. Supported by Trend of Development
Staff believes rezoning the property to the RM-1 Low Density Multifamily District is consistent with
other property in the City being zoned RM-1 Low Density Multifamily District. There exists RM-1 Zoning
on Blake Boulevard in McHenry near a commercial development. Staff anticipates that sometime in the
future the property located on the opposite side of Chapel Hill Road will most likely develop as
commercial. Therefore, staff believes the proposed development would be similar to the development
of Blake Boulevard.
C. Consistent with Comprehensive Plan Objectives.
Staff believes the proposed zoning map amendment is consistent with the Comprehensive Plan
objective of assisting with annexation of property within the City and supporting planned developments
within unique areas in the City identified on the Future Land Use Map.
D. Furthers Public Interest
The City’s most recent Apartment Rental Analysis indicated a severe shortage of rental housing
opportunities. Staff believes the proposed development furthers the public interest by adding additional
housing options.
2nd MOTION: I motion to recommend approval of the petitioner’s request for preliminary plan approval for
a conditional use permit to allow a 180-unit, Townhome, Preliminary Planned Unit Development
1. All development on site shall be in substantial conformance with the submitted plans.
2. The Property Owner shall work with the City of McHenry, Illinois Department of Transportation, and
McHenry County Division of Transportation to resolve any access conflicts.
3. Any changes to the approved plans resulting from recommendations by the Illinois Department of
Transportation or McHenry County Division of Transportation shall be reviewed and approved at the
discretion of the Zoning Administrator.
AND by making said motion, you agree that the standards for Planned Unit Developments and approval
criteria for Conditional Uses have been met as outlined in the staff report.
448
STANDARDS FOR PLANNED UNIT DEVELOPMENTS (§11-20-5). Staff comments italicized below.
A. The proposed planned unit development fulfills the objectives of the Comprehensive Plan, and other
land use policies of the City, through an innovative and creative approach to the development of
land.
The petitioner is proposing to develop the vacant property with multiple buildings on a single lot. The
use of higher end materials and construction of private drive circulation using concrete may constitute
an innovative approach while reducing the financial burden on the City for maintenance.
B. The proposed planned unit development will provide walkways, driveways, streets, parking facilities,
loading facilities, exterior lighting, and traffic control devices that adequately serve the uses within
the development, promote improved access to public transportation, and provide for safe motor
vehicle, bicycle, and pedestrian traffic to and from the site.
The petitioner is proposing to construct concrete private drives with a posted speed limit of 12mph and
has provided adequate traffic control devices to service the development such as a portion of the future
circulation road. The petitioners have also provided a network of sidewalk that is interconnected
throughout the site. Although sidewalk is only on one side of the private drives, the elimination of
sidewalk on both sides reduces the amount of impervious surface and provides additional green space.
C. The proposed planned unit development will provide landscaping and screening that enhances the
City's character and livability, improves air and water quality, reduces noise, provides buffers, and
facilitates transitions between different types of uses.
The petitioner has provided a landscape plan with a variety of treen plantings and shrubbery. Staff
believes the proposed plantings are consistent with providing landscaping that enhances the City’s
character and livability.
D. The proposed planned unit development will provide site design and development that is based on
sustainable principles to ensure that low impact alternatives are integrated into the proposed
project.
The petitioner is only providing sidewalk on one side of the private drives which reduces the amount of
impervious surface which will have less of an impact on drainage.
E. The proposed planned unit development will protect the community's natural environment to the
greatest extent practical, including existing natural features, water courses, trees, and native
vegetation.
The petitioner is proposing to preserve the normal flow of surface water in compliance with the City’s
adopted Stormwater Management Ordinance.
F. The proposed planned unit development will be provided with underground installation of utilities
when feasible, including electricity, cable, and telephone, as well as appropriate facilities for storm
sewers, stormwater retention, and stormwater detention.
The petitioner is proposing to underground all required utilities. All development on site will be in
compliance with the City’s adopted Stormwater Management Ordinance.
449
APPROVAL CRITERIA FOR CONDITIONAL USES (11-15-5). Staff comments italicized below.
A. Traffic: Any adverse impact of types or volumes of traffic flow not otherwise typical in the zoning
district has been minimized.
Staff does not believe the proposed development would generate any adverse impacts on the
surrounding property owners. Given the size of the development (180-units) staff does not believe that
the proposed development is greater in size than other developments within the city and therefore will
not generate the types of traffic volumes necessary to impact local traffic flow.
B. Environmental Nuisance: Any adverse effects of noise, glare, odor, dust, waste disposal, blockage of
light or air, or other adverse environmental effects of a type or degree not characteristic of
permitted uses in the zoning district, have been appropriately controlled.
Staff does not believe approval of the petitioner’s request would generate any environmental
nuisances. The surrounding property will remain vacant and farmed for agricultural purposes.
C. Neighborhood Character: The proposed use will fit harmoniously with the existing natural or
manmade character of its surroundings, and with permitted uses in the zoning district. The use will
not have undue deleterious effect on the environmental quality, property values, or neighborhood
character already existing in the area or normally associated with permitted uses in the district.
Staff believes the proposed development will fit harmoniously with the existing natural character of its
surroundings and have no negative impacts on the adjoining property owners.
D. Public Services and Facilities: The proposed use will not require existing community facilities or
services to a degree disproportionate to that normally expected of permitted uses in the district, nor
generate disproportionate demand for new services or facilities, in such a way as to place undue
burdens upon existing development in the area.
The developer is proposing to extend City water and sanitary sewer systems from the southwest corner
of Chapel Hill Road and IL-120. The developer will be required to construct all necessary upgrades to the
City water and sanitary sewer system to service the development.
E. Public Safety and Health: The proposed use will not be detrimental to the safety or health of the
employees, patrons, or visitors associated with the use nor of the general public in the vicinity.
Staff does not believe the proposed use will generate any adverse impacts on public safety and health.
The proposed residential use will have a positive impact on the general public.
F. Other Factors: The proposed use is in harmony with all other elements of compatibility pertinent to
the conditional use and its particular location.
Overall, staff believes the proposed use is compatible with and complementary of the surrounding
vacant land use. The Moraine Hills State Park is further south of the development and residents of this
development will be able to quickly access the Park in the future.
3rd MOTION: I motion to recommend approval of the petitioner’s request for a Preliminary Plat of Subdivision
titled Redwood of McHenry.
Attachments:
• Petitioner’s Application and attachments
• Receipt of publication of legal notice
450
Public Hearing Application Packet Page 5 of 22
File Number
PUBLIC HEARING APPLICATION
Planning and Zoning Commission
City of McHenry
333 South Green Street McHenry, IL 60050 Tel: (815) 363-2170 Fax: (815) 363-2173
1. Name of Applicant: Redwood USA, LLC Tel: (216)-360-9441
Address: 7007 East Pleasant Valley Road, Independence, Ohio 44131 Fax
Email: pdekruiff@byredwood.com_____________________________________________________
2. Name of Property Owner Tel
(If other than Applicant)
Address Fax
Email ______________________________________________________
3. Name of Engineer: Kevin T. Serafin P. Tel: (630) 862-2100
(If represented)
Address: 2280 White Oak Circle Suite 100, Aurora, IL 60502 Fax
Email: kevins@cemcon.com ______________________________________________________
4. Name of Attorney Tel
(If represented)
Address Fax
Email______________________________________________________
5. Common Address or Location of Property
6. PIN#(s) __________________________________________________________________________
7. Requested Action(s) (check all that apply)
X Zoning Map Amendment (Rezoning) Zoning Variance – Minor (Residential)
Conditional Use Permit Zoning Text Amendment
Zoning Variance (Non-residential) Use Variance
X Planned Unit Development X Subdivision/Plat Development
FORM A
451
Public Hearing Application Packet Page 6 of 22
NARRATIVE
Provide a brief description of the Requested Action(s). For example, the operation that requires a
Conditional Use Permit, the specific Zoning Variance needed, or the new zoning classification that is
requested. The narrative description may also be included as a separate attachment.
Applicant, Redwood Living is looking to:
1) Annex the overall property
2) Rezone the property
a. 27.1 Ac interior to the project to RM-1 PUD to accommodate 181 townhome units.
b. The remainder of the project will be zoned into the city as RS-1, with the
understanding it will be considered as future uses evolve.
3) Approval of preliminary PUD plat, preliminary plat, to support 181-unit townhome
development
452
Public Hearing Application Packet Page 7 of 22
8. Current Use of Property: County Agricultural
9. Current Zoning Classification of Property, Including Variances or Conditional Uses (Interactive
Zoning Map)
County Agricultural
10. Current Zoning Classification and Land Use of Adjoining Properties (Interactive Zoning Map)
North: Neighborhood Commercial
South: Industrial
East: Single-Family Residential/Commercial
West: Industrial
11. Required Attachments (check all items submitted)
Please refer to the Public Hearing Requirements Checklist to determine the required attachments.
X 1. Application Fee (amount) $ 2850
2. Narrative Description of Request
X 3. FORM A – Public Hearing Application
4. FORM B – Zoning Map Amendment (Rezoning) Application
X 5. FORM C – Conditional Use Application
6. FORM D – Zoning Variance Application
7. FORM E – Use Variance Application
7. FORM F – Planned Unit Development Application
7. FORM G – Subdivision/Plat Development Application
8. Proof of Ownership and/or Written Consent from Property Owner in the Form of an
Affidavit
9. Plat of Survey with Legal Description
10. List of Owners of all Adjoining Properties
11. Public Hearing Notice
12. Sign (Provided by the City)
13. Site Plan
14. Landscape Plan
15. Architectural Rendering of Building Elevations
16. Performance Standards Certification
17. Traffic Analysis
18. School Impact Analysis
453
Public Hearing Application Packet Page 8 of 22
12. Disclosure of Interest
The party signing the application shall be considered the Applicant. The Applicant must be the owner
or trustee of record, trust beneficiary, lessee, contract purchaser, or option holder of the subject
property or his or her agent or nominee.
Applicant is Not Owner
If the Applicant is not the owner of record of the subject property, the application shall disclose the
legal capacity of the Applicant and the full name, address, and telephone number of the owner(s). In
addition, an affidavit of the owners(s) shall be filed with the application stating that the Applicant has
the authority from the owners(s) to make the application.
Applicant or Owner is Corporation or Partnership
If the Applicant, owner, contract purchaser, option holder, or any beneficiary of a land trust is a
corporation or partnership, the application shall disclose the name and address of the corporation’s
officers, directors, and registered agents, or the partnership’s general partners and those shareholders
or limited partners owning in excess of five percent of the outstanding stock or interest in the
corporation or interest shared by the limited partners.
Applicant or Owner is a land Trust
If the Applicant or owner is a land trust or other trust or trustee thereof, the full name, address,
telephone number, and extent of interest of each beneficiary shall be disclosed in the application.
13. Certification
I hereby certify that I am aware of all code requirements of the City of McHenry that relate to this
property and that the proposed use or development described in this application shall comply with all
such codes.
I hereby request that a public hearing to consider this application be held before the Planning and
Zoning Commission, and thereafter that a recommendation be forwarded to the City Council for the
adoption of an ordinance(s) granting the requested action(s), including any modifications to this
application or conditions of approval recommended by City Council.
Signature of Applicant(s)
Print Name and Designation of Applicant(s)
Paul DeKruiff
454
Public Hearing Application Packet Page 9 of 22
AFFIDAVIT OF COMPLIANCE
WITH PUBLIC NOTICE REQUIREMENTS
(TO BE COMPLETED AFTER ALL PUBLIC HEARING REQUIREMENTS ARE FULFILLED)
The undersigned, being first duly sworn, on oath deposes and states that the attached list of adjoining property
owners have been properly notified via First Class Mail or Certified Mail, and all other public notice requirements
provided in the City of McHenry Zoning Ordinance have been met in connection with the current application
before the City of McHenry.
Filed by:
(Applicant’s Name and Address)
For approval of:
(Requested Action)
______________________________________ (Applicant’s Signature)
______________________________________ (Applicant’s Name and Address)
______________________________________
Subscribed and sworn to
before me this ___ ______ day
of ___________, 2022.
__________
Notary Public
REQUIRED ATTACHMENT: List of Adjoining Property Owners
455
Public Hearing Application Packet Page 10 of 22
FORM B File Number
ZONING MAP AMENDMENT (REZONING)
Planning and Zoning Commission
City of McHenry
333 South Green Street McHenry, IL 60050 Tel: (815) 363-2170 Fax: (815) 363-2173
§11-5-5 of the City of McHenry Zoning Ordinance provides that in recommending approval of a Zoning
Map Amendment (Rezoning), the Planning and Zoning Commission shall transmit to the City Council
written findings that all of the conditions listed below apply to the requested action.
Please respond to each of these conditions as it relates to your request.
1. Compatible with Use or Zoning of Environs
The proposed use(s) or the uses permitted under the proposed zoning classification are compatible with
existing uses or existing zoning of property in the environs.
Development of the property as requested serves as a good transition from the commercial use on route
120 to future development to the south and west, and is compatible with the existing housing to the east
(medium density residential).
2. Supported by Trend of Development
The trend of development in the general area since the original zoning of the affected property was
established supports the proposed use(s) or zoning classification.
The proposed product is a rent-by-choice option that is increasing in popularity.
3. Consistent with Comprehensive Plan Objectives
The proposed use(s) or zoning classification is in harmony with the objectives of the Comprehensive Plan
of the City as viewed in light of any changed conditions since the adoption of the Plan.
The comprehensive plan calls for “integrated design district” surrounded by medium density residential
and business park; the proposed use fits well.
4. Furthers Public Interest
The proposed use(s) or zoning classification promotes the public interest and not solely the interest of the
applicant.
The proposed use fills a need as a downsizing option for a growing population and housing stock
456
Public Hearing Application Packet Page 11 of 22
FORM C File Number
CONDITIONAL USE PERMIT
Planning and Zoning Commission
City of McHenry
333 South Green Street McHenry, IL 60050 Tel: (815) 363-2170 Fax: (815) 363-2173
§11-15-5 of the City of McHenry Zoning Ordinance provides that in recommending approval or
conditional approval of a Conditional Use Permit, the Planning and Zoning Commission shall transmit to
the City Council written findings that all of the conditions listed below apply to the requested action.
Please respond to each of these conditions as it relates to your request.
1. Traffic
Any adverse impact of types or volumes of traffic flow not otherwise typical in the zoning district has
been minimized.
The expected traffic from this development is very low compared to a typical residential development.
2. Environmental Nuisance
Any adverse effects of noise, glare, odor, dust, waste disposal, blockage of light or air, or other adverse
environmental effects of a type or degree not characteristic of permitted uses in the zoning district have
been appropriately controlled.
None.
3. Neighborhood Character
The proposed use will fit harmoniously with the existing natural or man-made character of its
surroundings and with permitted uses in the zoning district. The use will not have undue deleterious
effect on the environmental quality, property values, or neighborhood character existing in the area or
normally associated with permitted uses in the district.
The project is consistent with the existing land uses and likely proposed future uses.
457
Public Hearing Application Packet Page 12 of 22
4. Public Services and Facilities
The proposed use will not require existing community facilities or services to a degree disproportionate to
that normally expected of permitted uses in the district, nor generate disproportionate demand for new
services or facilities, in such a way as to place undue burdens upon existing development in the area.
The public use is consistent with a single-family development.
5. Public Safety and Health
The proposed use will not be detrimental to the safety or health of the employees, patrons, or visitors
associated with the use nor of the general public in the vicinity.
The proposed development will not be detrimental to the safety or health of residents or the general
public.
6. Other Factors
The proposed use is in harmony with all other elements of compatibility pertinent to the Conditional Use
and its particular location.
The proposed developed project will be harmonious with existing and future adjacent developments.
458
Public Hearing Application Packet Page 13 of 22
FORM D File Number
ZONING VARIANCE
Planning and Zoning Commission
City of McHenry
333 South Green Street McHenry, IL 60050 Tel: (815) 363-2170 Fax: (815) 363-2173
§11-19-5 the City of McHenry Zoning Ordinance provides that in recommending approval or conditional
approval of a variance, the Planning and Zoning Commission shall transmit to the City Council written
findings that all of the conditions listed below apply to the requested action.
Please respond to each of these conditions as it relates to your request.
1. Special Circumstances Not Found Elsewhere
Special circumstances exist that are particular to the property for which the variance is sought and that do
not apply generally to other properties in the same zoning district; and these circumstances are not of so
general or recurrent a nature as to make it reasonably practical to provide a general regulation to cover
them.
We are seeking PUD approval to allow for private streets and other minor deviations to zoning and
engineering standards to accommodate an FHA-ADA accessible development.
2. Circumstances Relate to Property Only
Since a variance will affect the character of its surroundings long after a property changes hands, the
special circumstances referenced herein relate only to the physical character of the land or building(s) for
which a variance is sought, such as dimensions, topography, or soil conditions; and they do not concern
any business or activity the present or prospective owner or tenant carries on or seeks to carry on therein,
or to the personal, business or financial circumstances of such owner or tenant or any other party with
interest in the property.
The deviations relate to the property only.
459
Public Hearing Application Packet Page 14 of 22
3. Not Resulting from Applicant Action
The special circumstances that are the basis for a variance have not resulted from any act of the applicant
or of any other party with interest in the property.
The special circumstances pertain to specific internal operational needs relating to FHA-ADA
accessibility.
4. Unnecessary Hardship
The strict application of the provisions of the Zoning Ordinance would result in unnecessary and undue
hardship upon the applicant, as distinguished from a mere inconvenience.
Street Application of the zoning ordinance would create hardship to FHA/ADA accessibility and standard
internal operations.
5. Preserves Rights Conferred by District
A variance is necessary for the applicant to preserve and enjoy a substantial property right possessed by
other properties in the same zoning district and does not confer a special privilege ordinarily denied to
other properties in the district.
N/A
6. Necessary for Use of Property
The granting of a variance is necessary not because it will increase the applicant’s economic return,
although it may have this effect, but because without a variance the applicant will be deprived of any
reasonable use or enjoyment of the property.
The variances are required for internal operational issues and accessibility; no additional economic return
is expected.
460
Public Hearing Application Packet Page 15 of 22
7. Not Alter Local Character
The granting of a variance will not alter the essential character of the locality nor substantially impair
environmental quality, property values, or public safety or welfare in the vicinity.
The requested deviations do not alter local character.
8. Consistent with Zoning Ordinance and Comprehensive Plan
The granting of the variance will be in harmony with the general purpose and intent of the Zoning
Ordinance and Comprehensive Plan of the City, as viewed in light of any changes in conditions since
their adoption.
The deviations are generally in conformance with the intent of the zoning ordinances.
9. Minimum Variance Required
The variance requested is the minimum required to provide the applicant with reasonable use and
enjoyment of the property.
The variances requested is the minimum require for FHA/ADA serviceability and operations.
461
Public Hearing Application Packet Page 16 of 22
FORM E File Number
USE VARIANCE
Planning and Zoning Commission
City of McHenry
333 South Green Street McHenry, IL 60050 Tel: (815) 363-2170 Fax: (815) 363-2173
§11-19-6 of the City of McHenry Zoning Ordinance provides that in recommending approval or
conditional approval of a use variance, the Planning and Zoning Commission shall transmit to the City
Council written findings that all of the conditions listed below apply to the requested action.
Please respond to each of these conditions as it relates to your request.
1. Practical Difficulties or Particular Hardship
The strict application of the provisions of the Zoning Ordinance relating to the use of the buildings or
structures, or the use of the land, would result in unnecessary and undue hardship upon the applicant, as
distinguished from a mere inconvenience.
Strict application of the zoning ordinances changes the nature of the contemplated product.
2. Reasonable Return
The property cannot yield a reasonable return if permitted to be used only under the conditions allowed
by the Zoning Ordinance for the pertinent zoning district.
If zoning ordinances dictate strictly the nature of this development, it would likely operate differently than
applicant’s experience.
3. Unique Circumstance
Special circumstances exist that are peculiar to the property for which the use variance is sought which do
not apply generally to other properties in the same zoning district.
The uniqueness of the product and FHA/ADA accessibility design dictates the request for deviations.
462
Public Hearing Application Packet Page 17 of 22
4. Not Alter Local Character
The granting of the use variance will not alter the essential character of the locality nor substantially
impair environmental quality, property values, or public safety or welfare in the vicinity.
The use of variance will not materially alter the character of the surrounding area.
5. Consistent with Comprehensive Plan
The granting of the use variance will be in harmony with the general purpose and intent of the Zoning
Ordinance and Comprehensive Plan of the City, as viewed in light of any changes conditions since their
adoption.
The requested special use is in harmony with the zoning ordinance and comprehensive plan.
463
Public Hearing Application Packet Page 18 of 22
File Number
FORM F
PLANNED UNIT DEVELOPMENT
Planning and Zoning Commission
City of McHenry
333 South Green Street McHenry, IL 60050 Tel: (815) 363-2170 Fax: (815) 363-2173
§11-20-5 of the City of McHenry Zoning Ordinance provides that the City Council, Planning & Zoning
Commission, and Zoning Administrator shall evaluate applications for planned unit developments with
specific written findings based on a balance of both the standards provided below and the approval
criteria for conditional uses (Form C) listed in §11-15-5 of the City of McHenry Zoning Ordinance.
Please respond to each of these conditions as it relates to your request.
1. The proposed planned unit development fulfills the objectives of the Comprehensive Plan, and other
land use policies of the City, through an innovative and creative approach to the development of land.
The proposed plan creatively meets a special need in the city to afford options for aging populations to
remain in the community.
2. The proposed planned unit development will provide walkways, driveways, streets, parking facilities,
loading facilities, exterior lighting, and traffic control devices that adequately serve the uses within
the development, promote improved access to public transportation, and provide for safe motor
vehicle, bicycle, and pedestrian traffic to and from the site.
Based on 30 years of experience over 15,000 similar units it is our belief that the proposed PUD
adequately serves the population
3. The proposed planned unit development will provide landscaping and screening that enhances the
City's character and livability, improves air and water quality, reduces noise, provides buffers, and
facilitates transitions between different types of uses.
The proposed PUD will become an integral part of future development in this area of the city.
464
Public Hearing Application Packet Page 19 of 22
4. The proposed planned unit development will provide site design and development that is based on
sustainable principles to ensure that low impact alternatives are integrated into the proposed project.
The proposed development, utilizes efficient design of product (Energy star compliant), reduced
impervious areas naturalized areas, and concrete streets which minimizes heat islands.
5. The proposed planned unit development will protect the community's natural environment to the
greatest extent practical, including existing natural features, water courses, trees, and native
vegetation.
Although no significant natural features exist on site, the PUD includes water quality measures to protect
down stream resources.
6. The proposed planned unit development will be provided with underground installation of utilities
when feasible, including electricity, cable, and telephone, as well as appropriate facilities for storm
sewers, stormwater retention, and stormwater detention.
There are existing services adjacent to the site, at the Southwest corner of Chapel Hill and Route 120.
465
Public Hearing Application Packet Page 20 of 22
FORM G
SUBDIVISION & PLAT DEVELOPMENT APPLICATION
City of McHenry
333 South Green Street McHenry, IL 60050 Tel: (815) 363-2170 Fax: (815) 363-2173
1. Name of Applicant Tel
Address Fax
2. Name of Property Owner Tel
(If other than Applicant)
Address Fax
3. Name of Engineer Tel
(If represented)
Address Fax
4. Name of Attorney Tel
(If represented)
Address Fax
5. Common Address or Location of Property
6. Requested Action
X Preliminary Plat
Final Plat
Development
Provide a brief description of the Requested Action. For example, indicate the number of lots and the
type of subdivision (single-family, townhome, commercial, industrial, etc.) or include a description of
the development project. May also be included as a separate attachment.
Approval preliminary engineering, preliminary plat, and preliminary PUD plan for 181 unit townhome
rental community.
Chicago Title Land Trust T/U/T A7704124806
10 LaSalle St, Suite 2750, Chicago Illinois 60603-1108
39533 Woodward Ave, Suite 200, Bloomfield Hills, MI 48304
Rt 120 east of Chapel Hill McHenry County Illinois
Dawda Mann, PLC
Redwood USA, LLC
7007 East Pleasant Valley Rd, Independence, OH. 44131
312-371-3125
630862-2100
2280 White Oak Circle, Suite 100, Aurora, IL. 60502
Cemcon
466
Public Hearing Application Packet Page 21 of 22
Current Use of Property: County agricultural
7. Current Zoning Classification of Property, Including Variances or Conditional Uses
County agricultural
8. Current Zoning Classification and Land Use of Adjoining Properties
North: Neighbor Commercial
South: Industrial
East: Single-Family Residential/Commercial
West: Industrial
9. Required Attachments - Please refer to the attached checklist.
10. Disclosure of Interest
The party signing the application shall be considered the Applicant. The Applicant must be the owner
or trustee of record, trust beneficiary, lessee, contract purchaser, or option holder of the subject
property or his or her agent or nominee.
Applicant is Not Owner
If the Applicant is not the owner of record of the subject property, the application shall disclose the
legal capacity of the Applicant and the full name, address, and telephone number of the owner(s). In
addition, an affidavit of the owners(s) shall be filed with the application stating that the Applicant has
the authority from the owners(s) to make the application.
Applicant or Owner is Corporation or Partnership
If the Applicant, owner, contract purchaser, option holder, or any beneficiary of a land trust is a
corporation or partnership, the application shall disclose the name and address of the corporation’s
officers, directors, and registered agents, or the partnership’s general partners and those shareholders
or limited partners owning in excess of five percent of the outstanding stock or interest in the
corporation or interest shared by the limited partners.
Applicant or Owner is a land Trust
If the Applicant or owner is a land trust or other trust or trustee thereof, the full name, address,
telephone number, and extent of interest of each beneficiary shall be disclosed in the application.
467
Public Hearing Application Packet Page 22 of 22
11. Certification
I hereby certify that I am aware of all code requirements of the City of McHenry that relate to this
property and that the proposed use or development described in this application shall comply with all
such codes.
I hereby request that the City process this application in accordance with the codes and ordinances of
the City.
Signature of Applicant(s)
Print Name and Designation of Applicant(s)
Paul DeKruiff
468
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.cityofmchenry.org
AGENDA SUPPLEMENT
TO: Mayor and City Council
FOR: December 16, 2024 City Council Meeting
FROM: Cody Sheriff, City Planner
RE: Ordinance granting a Use Variance to allow a Contractor’s Office at the property
located at 3318 Pearl Street
ATT:
1. Unapproved Planning and Zoning Commission Minutes dated November 20, 2024
2. Ordinance granting a Use Variance to allow a Contractor’s Office at the property located
at 3318 Pearl Street.
3. Planning & Zoning Commission Staff Report & Petitioner’s Application Packet
AGENDA ITEM SUMMARY:
The applicant, Matt Johnson, is requesting approval of a Use Variance to operate a Contractor’s
Office at 3318 Pearl Street. Contractor’s Offices are not a permitted use within the C-4
Downtown Commercial District, and therefore a Use Variance is required. The applicant is an
electrical contractor and desires to construct offices in the rear garage unit of 3318 Pearl Street
that was formerly utilized by the Bike Haven for bicycle repair. Avant Cycles currently occupies
the front half of the building, but did not need the garage space for their business, so the
garage has remained vacant. The petitioner is not seeking any outdoor storage, which is
prohibited in the Downtown District, and would therefore be required to store all commercial
vehicles and equipment inside the building.
PLANNING & ZONING COMMISSION DISCUSSION & RECOMMENDATION:
A public hearing for the request was held on November 20, 2024. There were no objectors
present from the public. The P&Z Commission was largely in agreement that the building was
uniquely designed to accommodate a contractor’s office with its large ceiling and overhead
garage door. The Commission also agreed with staff’s assessment that not every use in the
469
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.cityofmchenry.org
Downtown can be a destination-style use without significant impacts to public parking. The
Planning & Zoning Commission was in favor of the petitioner’s request and unanimously
recommended approval.
If the City Council concurs, it is recommended the attached ordinance granting a Use Variance
to allow a Contractor’s Office at the property located at 3318 Pearl Street be approved (City
Council Vote-Simple Majority)
470
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.cityofmchenry.org
Unapproved Planning & Zoning Commission Meeting Minutes dated November 20, 2024
File No. Z-2024-20
Petitioner: Matt Johnson
Request for a Use Variance to allow a Contractor’s Office at 3318 Pearl Street
Chairwoman Rockweiler opened the file at 5:31 p.m. Petitioner Matt Johnson was sworn in.
Planner Sheriff explained that the City’s new Comprehensive Plan was approved on Monday
night, so we can now use the recommendations from that plan. Although the plan
recommends a tourist type usage in this area, this is a low impact use. Everything must be
stored indoors, and the right of way line runs up to the building with all public parking, so there
will be no vehicles stored overnight. Staff does not anticipate any adverse impacts to the
neighbors.
Commissioner Gleason asked if this space is only being used as office space, and Mr. Johnson
explained it was, and that nothing will be stored outside. He is the only person that will be
working in or using that space. Commissioner Locke asked if this has been newly painted, and it
was explained that the entire building has been painted within the last couple of years. It was
also noted that the front part of the building is still being used as a bike shop. Director
Polerecky explained that bathrooms will need to be installed to make it occupiable, but this
request is fine with Staff snice the building is already an industrial use.
Chairwoman Rockweiler opened the public hearing portion of the meeting at 5:37 p.m. With
nobody wanting to speak, she closed the public hearing at 5:37.
All members of the Commission agreed that this is good use of the property, and is a quiet,
clean, and small operation. No Commission members had any concerns.
A motion was made by Commissioner Bremer and seconded by Commissioner Lehman to
recommend approval of the Petitioner’s request for a Use Variation to allow a contractor’s
office on the subject property, and my making said motion, they agree that the approval criteria
for Use Variances have been met as outlined in the staff report.
471
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.cityofmchenry.org
Roll Call Vote: 7-ayes: Bremer, Locke, Rockweiler, Riley, Gleason, Lehman, Beattie. Motion
Carried.
File Z-2024-20 was closed at 5:38 p.m.
472
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.cityofmchenry.org
ORDINANCE NO 24-
ORDINANCE GRANTING A USE VARIANCE TO ALLOW A CONTRACTOR’S OFFICE AT THE
PROPERTY LOCATED AT 3318 PEARL STREET
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as
contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the
passage of this Ordinance constitutes an exercise of the City’s home rule powers and functions
as granted in the Constitution of the State of Illinois; and
WHEREAS, a petition has been filed by Matt Johnson (“Applicant”), requesting approval
of a use variance to allow a Contractor’s Office at the property located at 3318 Pearl Street, legally
described in “EXHIBIT A”, attached hereto and incorporated herein, “SUBJECT PROPERTY”; and
WHEREAS, a public hearing on said petition was held before the Planning and Zoning
Commission on November 20, 2024 in the manner prescribed by ordinance and statute, and as a
result of said hearing, the Planning and Zoning Commission recommended to the City Council the
granting of the requested Use Variance (7-aye; 0-nay; 0-abstain); and
WHEREAS, the City Council has considered the evidence and recommendations from the
Planning and Zoning Commission and finds that the approval of the request is consistent with the
objectives of the City of McHenry Zoning Ordinance to protect the public health, safety, morals,
and general welfare of its residents.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF MCHENRY,
MCHENRY COUNTY, ILLINOIS, AS FOLLOWS:
SECTION 1: That the SUBJECT PROPERTY is hereby granted approval of a Use Variance
to operate a Contractor’s Office.
SECTION 2: In granting said Use Variance, the City Council finds that the approval criteria
for Use Variances listed in §11-19-6 of the City of McHenry Zoning Ordinance have been met.
SECTION 3: This Ordinance shall be published in pamphlet form by and under the
authority of the corporate authorities of the City of McHenry, McHenry County, Illinois.
SECTION 4: This Ordinance shall be in full force and effect from and after its passage,
approval, and publication in pamphlet form as provided by law.
473
Department of Community Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
Fax: (815) 363-2173
www.cityofmchenry.org
Passed this 16th day of December, 2024.
Ayes Nays Absent Abstain
Alderwoman Bassi _____ _____ _____ _____
Alderman Davis _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Koch _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Trisha Ramel, City Clerk
474
Department of Community 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
THE WEST HALF OF LOTS 10 AND 11 IN BLOCK 16 OF THE ORIGINAL PLAT OF THE VILLAGE OF
MCHENRY ON THE WEST SIDE OF THE FOX RIVER, ACCORDING TO THE PLAT THEREOF RECORDED
IN THE RECORDER’S OFFICE OF MCHENRY COUNTY, ILLINOIS, IN BOOK “B” OF DEEDS, PAGE 160;
SAID BLOCK 16 BEING LOCATED IN AND BEING A PART OF THE SOUTHEAST QUARTER OF SECTION
26, TOWNSHIP 45 NORTH, RANGE 8, EAST OF THE THIRD PRINCIPAL MERIDIAN, IN MCHENRY
COUNTY, ILLINOIS.
PIN: 09-26-431-006
Address: 3318 Pearl Street, McHenry, IL 60050
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Staff Report for the City of McHenry Planning & Zoning Commission
Staff Comments
The following comments and conclusions are based upon staff analysis and review prior to this hearing and are
to be considered viable unless evidence is established to the contrary. Staff may have additional comments
based upon the testimony presented during the public hearing.
BACKGROUND & REQUEST SUMMARY
The applicant, Matt Johnson, is requesting approval of a Use Variance to allow a Contractor’s Office in the
Downtown Commercial District. The applicant is a licensed electrical contractor and would be utilizing the
garage unit of the building (see image below) as an office and storage for his vehicle and equipment. The
garage space was formerly utilized by the Bike Haven for repair work but was sold to Avant Cycles who no
longer needed the space. It is currently used for a storage garage but the petitioner desires to add office space
which would include bathroom facilities and all necessary commercial building code upgrades.
CITY OF MCHENRY ORDINANCES
• The petitioner must meet the Approval Criteria for Use Variances, listed in §11-19-6 of the City of
McHenry Zoning Ordinance
479
STAFF ANALYSIS
CURRENT LAND USE & ZONING
The Subject Property is currently zoned C-4 Downtown Commercial District. As such, the Outdoor Storage of
equipment and materials is prohibited. The petitioner will be required to store all materials and equipment in
the garage unit. Additionally, there is no private parking located on site and all commercial vehicles would be
required to be stored indoors overnight. The surrounding land use primarily consist of a mix of single-family
and commercial use. The use of the property would primarily be for storage and therefore would be relatively
low impact on the adjoining property owners. The building itself is uniquely designed to fit the needs of a
commercial contractor’s office with large overhead doors and ceilings.
FUTURE LAND USE MAP RECOMMENDATION
The Vision 2050 Downtown Future Land Use Map recommends Downtown Mixed Use which is defined as an
“….area [that] encompasses McHenry’s vibrant and walkable downtown. Neighborhood retail, multi-family
residential, public open space, hotels and destination development are all appropriate here” (p. 59). The
proposed contractor’s office is not consistent with the future land use map’s recommendation for destination
commercial uses; however, it is not expressly prohibited either.
VISION 2050 DOWNTOWN PLAN BIG IDEAS & GOALS
Overall, staff believes the proposed development is somewhat consistent with the City’s Vision 2050
Downtown Plan. Staff comments italicized.
• BIG IDEA – Responsible Growth: "Downtown McHenry values high-quality development for residents
and businesses. This commitment has led to multiple public private partnerships and Downtown
McHenry generates the highest tax revenue from both small businesses and mixed-use developments
the year 2050." (p. 57)
The proposed use of the property appears to be somewhat consistent with promoting responsible
growth. The site is uniquely designed for a contractor’s office but the Downtown has also experienced
its share of conversions of these garage spaces into art studios and banquet facilities. Located on the
perimeter of the downtown, it could be argued that it is not located within a central business corridor
such as Green Street, Main Street, or Riverside Drive and therefore may be more appropriate for a less
intense use; however, Smith’s Central Garage (banquet facility) is located directly south of the subject
property. It could also be argued that uses such as banquet facilities and restaurants do place a greater
strain on limited parking and that not every location is appropriate for more intense uses.
• Goal 2: Economic Resilience: “Plan development initiatives and investments that strengthen
community’s economic capacity and capability to withstand uncertainties. Support unique local
businesses and context-sensitive big box retail in appropriate locations. Promote activities that will
increase tax revenues in the city.” (p. 57)
Staff believes that approval of the request would be somewhat supportive of strengthening the
community’s economic capacity by supporting a local business.
• Definition – Downtown Mixed Use: “This area encompasses McHenry’s vibrant and walkable
downtown. Neighborhood retail, multi-family residential, public open space, hotels and destination
development are all appropriate here.”
480
Staff believes the proposed use is somewhat consistent with promoting a mixed-use environment.
Although contractor’s offices are not expressly prohibited, the Downtown Mixed-Use Area definition
indicates that commercial development should encompass destination-style commercial businesses.
SITE PLAN ANALYSIS
• Parking. The site is located in the Downtown Commercial District and therefore there is no parking
requirement.
• Outdoor Storage. No outdoor storage is permitted within the C-4 Downtown Commercial District. Any
commercial vehicles and equipment would need to be stored indoors.
STAFF SUMMARY ANALYSIS. Staff’s analysis is based on the assumption of the adoption of the Vision 2050
Downtown Comprehensive Plan.
• Staff believes the proposed use of the property as a Contractor’s Office is somewhat consistent with
the Vision 2050 Future Land Use Map’s recommendation for Downtown Mixed Use. The City should
strive to encompass a mix of uses in the area where appropriate. Staff believes the proposed location
may be considered suitable for a contractor’s office given it’s a low impact use.
• Although not a typical destination style use, staff believes it is desirable to have a mix of uses within
the Downtown Area to allow less overall strain on public parking. Staff believes an argument could be
made that approval of the request would be consistent with Big Idea – Responsible Growth.
• The City has approved a contractor’s office in the C-4 Downtown Commercial District (Jett’s Heating &
Air) however that was under the old Comprehensive Plan. The Commission should weigh whether the
request meets the intent of the Comprehensive Plan for a Downtown Mixed-Use environment.
Additionally, it may be unrealistic to assume that every use would be a destination style commercial
development and the intent of the Comprehensive Plan is to entertain a variety of options with the
goal of promoting destination style uses.
If the Planning & Zoning Commission agrees with the petitioner’s request, then the following motion is
recommended:
MOTION: I motion/move to recommend approval of the Petitioner’s request for a Use Variation to allow a
Contractor’s Office on the Subject Property.
AND by making said motion, you agree that the approval criteria for Use Variances have been met as outlined
in the staff report.
APPROVAL CRITERIA FOR USE VARIANCES (§11-19-6) Comments of staff italicized below.
A. Practical Difficulties or Particular Hardship: For reasons fully set forth in the written findings, the strict
application of the provisions of this title relating to the use of the buildings or structures, or the use of
the land, would result in unnecessary and undue hardship upon the applicant, as distinguished from
mere inconvenience.
Staff believes that denial of the request could potentially be viewed as a hardship. The Subject Property
is currently designed to be a large garage space making it suitable for a contractor’s office. Denial
would require the Property Owner to convert the space which could require a large investment.
B. Reasonable Return: The property cannot yield a reasonable return if permitted to be used only under
the conditions allowed by the regulations in this title for the pertinent zoning district.
481
The space was formerly utilized for bicycle repairs as part of a retail bike store but was discontinued
and the internal space has been subdivided. The new use of the front portion of the building has no
need for the garage space. It could be argued that it may be difficult to find a reasonable return if only
permitted be used under the conditions allowed by regulations due to its configuration as a garage
space.
C. Unique Circumstance: Special circumstances, fully described in the written findings, exist that are
peculiar to the property for which the use variance is sought and that they do not apply generally to
other properties in the same zoning district.
Staff believes the request is a unique circumstance related to the Subject Property since it is currently
designed to be a garage space leaving it unlikely to be utilized as a more traditional retail use.
D. Not Alter Local Character: The granting of the use variance will not alter the essential character of the
locality, nor substantially impair environmental quality, property values or public safety or welfare in
the vicinity.
The Subject Property is already operating as a garage space. Allowing the use of the property for a
contractor’s office would not significantly alter the local character.
E. Consistent With Title And Comprehensive Plan: The granting of a use variance will be in harmony with
the general purpose and intent of this title and of the Comprehensive Plan of the City.
Staff believes the overall request is somewhat consistent with allowing a mix of uses in the Downtown
Mixed-Use Environment.
Attachments: 1) Petitioner’s Application and attachments. 2) Receipt of publication of legal notice.
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3318 Pearl St
Copyright County of McHenry 2024.
All information is provided 'as-is' with no
guarantee of accuracy, completeness, or currency.
Page 1 of 1 490
SHAW MEDIA
EST. 1851
PO BOX 250
CRYSTAL LAKE IL 60039-0250
(815)459-4040
ORDER CONFIRMATION (CONTINUED)
Salesperson: BARBARA BEHRENS Printed at 10/31/24 10:48 by bbehr-sm
-----------------------------------------------------------------------------
Acct #: 10069745 Ad #: 2204464 Status: New WHOLD WHOLD
PUBLIC NOTICE
PUBLIC HEARING NOTICE
FILE Z-2024-20
Notice is hereby given that
the City of McHenry Planning
and Zoning Commission will
hold a Public Hearing at the
McHenry Municipal Center,
333 South Green Street,
McHenry, Illinois 60050, at
5:30 P.M. on Wednesday,
November 20, 2024 to
consider an application by
Matt Johnson of 612
Country Club Drive,
McHenry, IL 60050
("Applicant") on behalf of
Pearl Street Holdings LLC
of 5000 W. Elm Street,
McHenry, IL 60050
("Property Owner") for the
following requests in
accordance with the City of
McHenry Zoning Ordinance:
Request for a Use
Variation to allow a
contractor's office in the
C-4 Downtown Commercial
District.
Location: The site consists of
0.200 acres, more or less,
and is located on the
northeast corner of the
intersection of Pearl Street
and Park Street with a
common address of 3318
Pearl Street, Unit B ("Subject
Property").
PIN: 09-26-431-006
The property is currently
zoned: C-4 Downtown
Commercial District
A copy of the application is
on file and may be
examined during regular
business hours in the
Community Development
Department, at the McHenry
Municipal Center, 333 South
Green Street, McHenry,
Illinois 60050, and (815)
363-2170. An electronic
copy of the application
can be viewed on the
City's website at
www.cityofmchenry.org/
currentdevelopments. All
interested parties will be
given an opportunity to be
heard. Published by order of
the Planning and Zoning
Commission, City of
McHenry, McHenry County,
Illinois.
/s/ Stacy Rockweiler
Chairwoman, Planning and
Zoning Commission
(Published in Northwest
Herald November 2, 2024)
2204464
491
Department of Public Works
Russ Adams, Acting Director of Public Works
1415 Industrial Drive
McHenry, Illinois 60050
Phone: (815) 363-2205
The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest
quality of programs and services in a customer-oriented, efficient and fiscally responsible manner.
REGULAR AGENDA SUPPLEMENT
DATE: December 16, 2024
TO: Mayor Wayne Jett and City Council
FROM: Russ Adams, Acting Director of Public Works
Greg Gruen, P.E., Staff Engineer
RE: OAKWOOD DRIVE BRIDGE RECONSTRUCTION
RIGHT-OF-WAY AND TEMPORARY EASEMENT ACQUISITION
ATT: PLAT OF HIGHWAYS
LEGAL DESCRIPTIONS
NEGOTIATOR’S REPORT
AGENDA ITEM SUMMARY:
Property acquisition and easements are required to accomplish the reconstruction of Oakwood
Drive Bridge. The owner of the subject property has requested that the City acquire a specific
parcel using “friendly condemnation” procedures to simplify the process for the owner’s benefit.
Therefore, Staff is requesting City Council to authorize condemnation proceedings to obtain
required right-of-way and a temporary easement associated with the proposed construction of
the Oakwood Drive Bridge project.
BACKGROUND:
On January 6, 2020, the City of McHenry entered into agreements with Baxter & Woodman and
the Illinois Department of Transportation to design and ultimately reconstruct the bridge at
Oakwood Drive over Boone Creek. The existing bridge structure is a 5-cell metal arch culvert,
built in 1971 and is beyond its useful service life. The new bridge will be a double-cell concrete
box culvert built to current IDOT standards. In order to construct the bridge, the City needs to
obtain 0.118 acres of right-of-way (ROW) to accommodate the placement of the bridge structure
and associated watermain relocation. Also, the City needs an additional 0.069 acres of land for
a temporary easement to accommodate the construction and grading activities. The engineering
and bridge construction is funded on an 80/20 cost share basis between IDOT and the City of
McHenry. However, ROW acquisition is a 100% City cost.
492
The City of McHenry is dedicated to providing the citizens, businesses and visitors of McHenry with the highest
quality of programs and services in a customer-oriented, efficient and fiscally responsible manner.
The City, through the use of our hired negotiator (Santacruz), has been in contact with the
landowner to obtain the required ROW and temporary easement. Negotiations were proceeding
amicably, and the negotiator was able to settle on an agreed upon price of $2,000 for both the
ROW and easement from the landowner. Recently, progress on the acquisition has stalled. The
landowner is a land trust, and the beneficiaries are two families who own significant amounts of
land for development and experience in land transactions. The property has been in this
ownership for decades, but the families are not as close as they once were. Each family
beneficiary consists of incorporated or family trust entities involving family members. The main
contact with the City negotiator has indicated that some of the family members are not
cooperating on signing the required documentation (having nothing to do with compensation),
and that condemning the property may get the City its ROW and easement more quickly than
continuing to work on gaining approval from the beneficiaries to sign all federally required forms
to acquire the real estate. The landowner has verbally indicated that the ownership group will
not contest the condemnation. This method of obtaining the property has been termed a
“friendly condemnation” by our consultant (see attached negotiator’s report).
City Attorney McArdle has been contracted and has discussed the situation with staff, Santacruz,
and the landowner. Attorney McArdle concurs that, given the situation, there is no alternative
but to condemn the property. Doing so will allow the City to have the assigned judge issue the
required “judicial ROW and easement conveyances,” and the compensation from the City will
simply be deposited with the County Treasurer.
ANALYSIS:
Staff has reviewed the situation with our consultant, City Attorney and the landowner. After
exploring every alternative, staff has concluded that condemnation is the only option available
to obtain the necessary ROW and easement for the project.
RECOMMENDATION:
Therefore, if Council concurs, it is recommended that the City of McHenry initiate
condemnation proceedings for the purpose of obtaining 0.118 acres of right-of-way and 0.069
acres of temporary easement for the Oakwood Drive Bridge project.
493
RIGHT-OF-
WAY TO BE
OBTIANED
TEMPORARY
EASEMETN TO BE
OBTAINED
494
Route: Oakwood Drive
Section No.: 18-00086-00-BR
County: McHenry
Parcel: 0001
Sta. 19+00.00 to
Sta. 20+72.51
Index No.: 09-27-351-001
That part of the Southwest quarter of Section 27, Township 45 North, Range 8, East of
the Third Principal Meridian, in McHenry County, Illinois, bearings and distances based
on the Illinois State Plane Coordinate System, East Zone, NAD83 (2011 Adjustment),
with a combined factor of 0.999975, described as follows:
Beginning at the Southeast corner of Lot 13 in Block 6 in Lakeland Shores Unit 3
(according to the plat recorded April 25, 1958 as Document 337444), said point being on
the West line of Oakwood Drive; thence on an Illinois Coordinate System NAD 83 (2011)
East Zone, bearing of South 00 degrees 54 minutes 50 seconds East along the West
line of Oakwood Drive, a distance of 99.94 feet; thence along an arc to the right, said arc
being the west line of Oakwood Drive, having a radius of 2527.55 feet, an arc length of
72.37 feet and a chord bearing South 00 degrees 05 minutes 37 seconds East, 72.37
feet; thence North 89 degrees 26 minutes 43 seconds West, a distance of 30.00 feet;
thence along an arc to the left, having a radius of 2497.55 feet, an arc length of 71.60
feet and a chord bearing North 00 degrees 05 minutes 33 seconds West, 71.60 feet;
thence North 00 degrees 54 minutes 50 seconds West, 99.92 feet to a point on the
South line of said Lot 13 in Block 6 in Lakeland Shores Unit 3; thence North 89 degrees
01 minutes 59 seconds East along the South line of said Lot 13 in Block 6, a distance of
30.00 feet to the point of beginning, in McHenry County, Illinois.
Said parcel containing 0.118 Acres, more or less.
495
Route: Oakwood Drive
Section No.: 18-00086-00-BR
County: McHenry
Parcel: 0001TE
Sta. 18+00.00 to
Sta. 19+00.00
Index No.: 09-27-351-001
That part of the Southwest quarter of Section 27, Township 45 North, Range 8, East of
the Third Principal Meridian, in McHenry County, Illinois, bearings and distances based
on the Illinois State Plane Coordinate System, East Zone, NAD83 (2011 Adjustment),
with a combined factor of 0.999975, described as follows:
Commencing at the Southeast corner of Lot 13 in Block 6 in Lakeland Shores Unit 3
(according to the plat recorded April 25, 1958 as Document 337444), said point being on
the West line of Oakwood Drive; thence on an Illinois Coordinate System NAD 83 (2011)
East Zone, bearing of South 00 degrees 54 minutes 50 seconds East along the West
line of Oakwood Drive, a distance of 99.94 feet; thence along an arc to the right, said arc
being the west line of Oakwood Drive, having a radius of 2527.55 feet, an arc length of
72.37 feet and a chord bearing South 00 degrees 05 minutes 37 seconds East, 72.37
feet to the point of beginning; thence continuing along an arc to the right, said arc being
the west line of Oakwood Drive, having a radius of 2527.55 feet, an arc length of 44.82
feet and a chord bearing South 01 degrees 14 minutes 05 seconds West, 44.82 feet;
thence South 01 degrees 44 minutes 34 seconds West along the west line of Oakwood
Drive, a distance of 55.19 feet; thence North 89 degrees 26 minutes 43 seconds West, a
distance of 30.00 feet; thence North 01 degrees 44 minutes 34 seconds East, a distance
of 55.81 feet; thence along an arc to the left, having a radius of 2497.55 feet, an arc
length of 44.20 feet and a chord bearing North 01 degrees 14 minutes 09 seconds East,
44.20 feet; thence South 89 degrees 26 minutes 43 seconds East, a distance of 30.00
feet to the point of beginning, in McHenry County, Illinois.
Said parcel containing 0.069 Acres, more or less.
496
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498
499
500
501
502
503
504
505
City of McHenry
333 S Green Street
McHenry, Illinois 60050
Phone: (815) 363-2100
Fax: (815) 363-2119
cityofmchenry.org
The 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 ITEM
DATE: December 16, 2024
TO: City Council
FROM: Deputy City Clerk Monte Johnson
RE: Fifteen Minute Parking at 1259 and 1252 N Green Street
AGENDA ITEM SUMMARY:
There are currently two fifteen-minute parking stalls at 1259 North Green Street. It is believed
these exist because previous businesses in the area were those type where people would stop
in for a quick pickup of goods. It now appears that a majority of the businesses along the west
side of the street on the block in question would have customers staying for longer than fifteen
minutes.
In a related matter, Staff believes it would be wise to have the two northernmost spots on the
1200 block of Green Street be converted to fifteen-minute spots. Although Jexal’s has pickup
spots in their rear entrance, Toast and Roast would benefit from spots that allow patrons to
make a quick pick-up of food or drink.
An ordinance must be passed to relocate the spots from one side of the street to the other.
RECOMMENDATION:
A motion to pass an ordinance Amending Section 7-4-25: Fifteen Minute Parking Eight
O’Clock a.m. until Six O’Clock p.m. on Monday through Saturday, of the McHenry City Code.
506
ORDINANCE NO. 24-
Amending Section 7-4-25: Fifteen Minute Parking Eight O’Clock a.m. until Six
O’Clock p.m. on Monday through Saturday, of the McHenry City Code
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.
NOW, THEREFORE BE IT ORDAINED by the City Council of the City of
McHenry, McHenry County, Illinois, as follows:
SECTION 1: Section 7-4-25, of the Municipal Code relating to Fifteen Minute
Parking, shall be amended by adding the following street to the table as follows:
7-4-25: Fifteen Minute Parking Eight O’Clock a.m. until Six O’Clock p.m. on Monday
through Saturday:
It shall be unlawful for the operator of any motor vehicle to park such vehicle for longer than
fifteen (15) consecutive minutes between the hours of eight o’clock (8:00) A.M. and six o’clock
(6:00) P.M. on Monday through Saturday at the following locations:
2 parking stalls at 1214 North Green Street.
2 parking stalls at 1252 North Green Street.
1 parking stall at 1305 North Court Street.
1 parking stall at 3908 West Main Street.
2 parking stalls at 3923 West Main Street.
3 parking stalls at 1307 - 1309 North Riverside Drive.
2 parking stalls at 1325 North Riverside Drive.
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, or parts thereof, in conflict herewith are hereby repealed
to the extent of such conflict.
SECTION 4: This ordinance shall be published in pamphlet form by and under the
authority of the corporate authorities of the City of McHenry, Illinois.
SECTION 5: This ordinance shall be in full force and effect from and after its
passage, approval and publication, as provided by law.
507
Passed this 16th day of December, 2024.
Ayes Nays Absent Abstain
Alderwoman Bassi _____ _____ _____ _____
Alderman Davis _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Koch _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
Alderman Santi _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Monte Johnson, Deputy City Clerk
508
Department of Community
Development McHenry
Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
www.cityofmchenry.org
REGULAR AGENDA SUPPLEMENT
TO:
FOR:
Mayor and City Council
December 16th 2024 Regular City Council Meeting
FROM: Ross Polerecky, Director of Community Development
RE:
ATT:
Annexation of 2507 Lincoln Road
1. Location Map
3. Ordinance annexing property located at 2507 Lincoln Road
4. Plat of Survey
5. Petition for Annexation
AGENDA ITEM SUMMARY:
Aqua Illinois, the owners of 2507 Lincoln Road, have submitted a petition for annexation.
BACKGROUND:
A petition for annexation has been received to annex the property commonly known as 2507 Lincoln
Road. Aqua Illinois owns the property in question. It is currently being used as a well pump house for
the private water system that services the Eastwood Manner subdivision. Aqua is currently upgrading
the pump station and adding an iron filter that requires the discharge of water into a sanitary sewer.
City sanitary sewer is available to this property, and if annexation is approved, a permit for connection
will be applied for. The City will meter the discharged water from the property and bill accordingly.
This same system is in place for the McHenry Shores private water filtration system also owned by
Aqua.
RECOMMENDATION:
Therefore, if the City Council concurs, it is recommended that the attached ordinance annexing
the property at 2507 Lincoln Road be approved. The property shall be zoned RS-3, the most
restrictive zoning classification per section 11-6-4: ZONING OF ANNEXED LAND, of the City of
McHenry zoning ordinance.
509
Department of Community
Development McHenry
Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
www.cityofmchenry.org
Location Map
Hilltop Elementary School
510
Department of Community &
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
www.cityofmchenry.org
ORDINANCE NO. 24-
AN ORDINANCE ANNEXING PROPERTY COMMONLY KNOWN AS 2407 LINCOLN ROAD IN
MCHENRY COUNTY, ILLINOIS WITH A ZONING CLASSIFICATION OF RS-3
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule municipality as
contemplated under Article VII, Section 6, of the Constitution of the State of Illinois, and the
passage of this Ordinance constitutes an exercise of the City's home rule powers and functions
as granted in the Constitution of the State of Illinois; and
WHEREAS, a written petition has been filed with the City Clerk requesting annexation of
said real estate to the City legally described on "Exhibit A", attached hereto and incorporated
herein, the "SUBJECT PROPERTY", along with a complete and accurate plat of said real estate
incorporated herein and attached hereto on "Exhibit B", and which petition has been filed in
accordance with 65 ILCS 5/7-1-8; and
WHEREAS, said real estate is not located within any other municipality or subject to an
annexation agreement with any other municipality, and said real estate is presently contiguous
to and may be annexed to the City in accordance with 65 ILCS 5/7-1-1, et seq.; and
WHEREAS, the City of McHenry does not provide library or fire protection services to said
real estate, so notice to the Fire Protection District or Public Library District of the annexation of
said real estate is not required; and
WHEREAS, the City has determined that the annexation of said real estate is in the best
interest of the City, will promote sound planning and growth of the City, and otherwise enhance
and promote the general welfare of the City and its residents.
NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE CITY OF
MCHENRY, MCHENRY COUNTY, ILLINOIS AS FOLLOWS:
SECTION 1: That the SUBJECT PROPERTY be and the same is hereby annexed to and
made a part of the corporate limits of the City of McHenry, including any and all portions of
adjacent street, roads or highways as provided by law.
SECTION 2: The City Clerk is hereby directed to cause a certified copy of this ordinance,
together with said plat, to be recorded in the Office of the Recorder of Deeds of McHenry County,
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.
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Department of Community &
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
www.cityofmchenry.org
SECTION 3: This Ordinance shall be published in pamphlet form by and under the
authority of the corporate authorities of the City of McHenry, McHenry County, Illinois.
SECTION 4: This Ordinance shall be in full force and effect from and after its passage,
approval, and publication in pamphlet form as provided by law.
PASSED THIS DAY OF _, 2024
AYES:
NAYS:
ABSTAINED:
ABSENT:
NOT VOTING:
APPROVED THIS DAY OF _,2024
MAYOR
ATTEST:
CITY CLERK
512
Department of Community &
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
www.cityofmchenry.org
Exhibit A
LOT 1 IN BLOCK 4 IN EASTWOOD MANOR UNIT 4 BEING A SUBDIVISION OF PART OF
THE SOUTHEAST 1/4 OF SECTION 25, TOWNSHIP 45 NORTH, RANGE 8 EAST OF THE THIRD
PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 19, 1960 AS
DOCUMENT NO. 376558 IN BOOK14 OF PLATS PAGE 63, IN MCHENRY COUNTY, ILLINOIS.
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Department of Community &
Economic Development
McHenry Municipal Center
333 Green Street
McHenry, Illinois 60050
Phone: (815) 363-2170
www.cityofmchenry.org
Exhibit B
ALTA/ACSM LAND TITLE SURVEY DATED 12-10-15 (REVISED 01-25-16) FOR THE
PROPERTY LOCATED at 2507 LINCOLN ROAD MCHENRY, IL 60051
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Petition for Annexation
The law provides that territory contiguous to a Municipality may be annexed upon petition signed by ALL the owners of such land and at least
50% of the voters residing thereon. Such annexation is initiated by the filing of this petition by said owners of record and said voters residing
thereon. It is absolutely necessary that ALL the owners and at least 50% of the voters sign this petition if annexation is to be completed in this
manner.
Address of Property
to be Annexed *2507 Lincoln Rd, McHenry, IL 60051
Property Index
Number(s) of Property
to be Annexed
(if known)
PIN 09-25-401-002
Petitioner Information
Name of Petitioner *Aqua IL INC
Petitioner Phone
Number *708-580-4001
Petitioner Email
Address *mbuffenbarger@aquaamerica.com
If petitioner's residence address is different than address to be annexed:
Address of Petitioner Street, City, State, Zip
4263 Commercial Way, Glenview, IL 60025
Number of Acres
Electors Residing in
Territory?*Yes No
To: The Mayor and City Council of the City of McHenry, McHenry County, Illinois.
1. The Petitioner(s), listed above, individually or collectively, as the case may be, respectfully states under oaththat:
a) Petitioner(s) is the sole owner(s) of record of land comprising of the number of acres listed above;
b) The territory is not situated within the limits of any municipality, but is contiguous to the City of McHenry;
c) If there are electors residing within the Territory, at least 51% of the electors join in this Petition for Annexation by executing it.
2. Petitioner respectfully requests:
a) The Territory to be annexed to the City of McHenry by ordinance of the Mayor and City Council of the City of McHenry, pursuant to Section 7-1-
8 of the Illinois Compiled Statutes of the State of Illinois (65 ILCS 5/7-1-8), as amended.
b) Such other action to be taken as appropriate in the premises.516
Under penalties as provided by law, Petitioner(s) being first duly sworn upon oath, deposes and states that they have knowledge of the foregoing
Petition for Annexation and of the facts alleged therein; and that the same are true and correct to the best of their knowledge, information and
belief.
Signatures
Acknowlegement *I understand that checking this box constitutes a legal signature and confirms that I have filled out this form to the
best of my ability.
Signature *
Date Time 12/02/2024
If you have a legal description, plat of survey, plat of annexation, or a copy of a current tax bill, please upload those documents here. If you do
not have these documents, you may submit this application but City Staff may need to contact you for further information if necessary.
Upload documents Eastwood Property_ Aqua Illinois.pdf 198.93KB
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Bill Hobson, Director of Parks and Recreation
McHenry Recreation Center
3636 Municipal Drive
McHenry, Illinois 60050
Phone: (815) 363-2160
www.cityofmchenry.org/park_recreation
AGENDA SUPPLEMENT
DATE: December 16, 2024
TO: Mayor and City Council
FROM: Bill Hobson, Director of Parks and Recreation
RE: Purchase of Playground Equipment and Safety Surfacing for Veteran’s Park
Attachment: Playground Equipment Layout Quote - Team Reil
Budget Amendment Ordinance
AGENDA ITEM SUMMARY:
Staff has secured and is recommending approval of a quote from Team Reil in the amount of
$419,999 for the replacement of the playground at Veteran’s Memorial Park, as well as the
addition of an artificial turf safety surface. The 2024/25 budget includes $120,000 from the Parks
Developer Donation account for the safety surface installation. The balance of the funding for
the inclusive playground will be received via a $300,000 donation from the R.I.S.E Up Foundation.
Due to the fact that the City will be paying for the project in its entirety before reimbursement is
received, an ordinance authorizing a budget amendment for the expenditure of $299,999 will be
required to move forward.
BACKGROUND:
This past fall, the R.I.S.E. Up Foundation hosted a community benefit concert at Petersen Park
with the funds raised to be directed toward an inclusive playground installation/replacement at
Veteran’s Memorial Park. The concert was extremely successful and raised $300,000 towards
the project. In addition to the donation, $120,000 was included in the 2024/25 budget for new
artificial turf safety surfacing at the playground.
Staff contacted two firms that the City routinely deals with for playground replacements to solicit
proposals based on the overall $420,000 budget for the playground as well as the new safety
surface installation. These designs were reviewed internally, as well as discussed with the R.I.S.E
Up Foundation, and the design from Team Reil emerged as the preferred option.
ANALYSIS:
All City of McHenry parks and playgrounds must adhere to accessibility standards that are set
through standards such as the Americans with Disabilities Act. While all parks meet the ADA
standards, there are not always numerous elements that can be defined as inclusive.
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Inclusive playgrounds are a safe and open space designed to allow children of all abilities, ages,
and communities to play together. Inclusive playgrounds are created to break down barriers,
both physically and socially, so that children can play together and interact with each other.
Some ways to make a playground more inclusive include:
• Make it accessible: Ensure the playground is accessible to people with special needs, such
as by including ramps and smooth surfaces.
• Include inclusive equipment: Provide adaptive play structures and accessible swings.
• Add sensory elements: Incorporate sensory walls, quiet sensory gardens, or water play
areas.
Inclusive playgrounds can help children feel respected, encouraged, and nurtured. They can also
create a sense of community among all children.
The proposed Veteran’s Park plan specifically includes the following:
1) A ramped playground which focuses on the 5 different pillars of inclusivity
2) An elevated wheelchair accessible glider
3) An inground wheelchair inclusive spinner
4) Several Miracle Museum play pieces which promote STEM and inclusivity
5) The Inclusive Buddy Rocker
6) Several different swing seats which help with a variety of users and abilities
a. Standard belt and tot seat
b. ADA inclusive seat with arm enclosure
c. Parent-tot seat for an adult and infant to use at the same time.
d. A dish swing which promotes communitive play
7) 2 Rube Goldberg designed play events
8) 3 Best Buddies benches
9) A fully accessible artificial turf surfacing providing maximum accessibility with minimal
maintenance, which includes a 10-year warranty
Veteran’s Memorial Park is the second most popular playground in the City’s playground
inventory (after Fort McHenry). There is also accessible parking surrounding the park and a
renovated washroom building. It is a gathering point for the community. The existing playground
was installed in 2002 and was due for replacement in 2027, based on the typical 25-year lifespan
for playgrounds. All of these factors make it an ideal candidate to be the City’s first fully inclusive
park.
Playground equipment at Team Reil is purchased through Sourcewell, a cooperative purchasing
agent that meets or exceeds all local bidding requirements. Therefore, there is not a need to
produce additional bid documents and formally bid the project. Nor is there a need to formally
waive the bidding process as, again, those requirements have been met through Sourcewell.
The funds for the entirety of the replacement will be utilized from Parks Developer Donations.
As stated previously, $120,000 has been budgeted this year for the replacement of the safety
surface. While $300,000 in donations is expected from the R.I.S.E. Up Foundation to offset the
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project, the City will be purchasing the playground equipment as well, with the balance of
$299,999 that has not been budgeted. Therefore, an ordinance authorizing a budget amendment
will be required for the expenditure. The project will take approximately 8-12 weeks from
equipment order to finalization, primarily due to fabrication and delivery times.
If City Council concurs then a motion should, be considered to approve a proposal from
Team Reil for the replacement of playground equipment at Veteran’s Memorial Park in the
amount of $419,999 and to approve an ordinance authorizing a budget amendment to the
Developer Donation Fund for an expenditure in the amount of $299,999.
520
521
522
.
.
Scope of Work
333 S Green Street
McHenry, IL 60050
(815) 578-4236Fax:
City of McHenry
(815) 363-2159Phone:
10/16/2024
EQUIPMENT QUOTAT ION
QtyDescription Rate/Unit Amount
Ph: 888-GET-REIL Fax: 815-923-4303
17421 Marengo Rd. Union, IL 60180
Quote No Quote Date
Salesperson
Bill To:Site Location:
Bill HobsonContact:
bhobson@cityofmchenry.orgEmail:
167816
Ve teran's ParkNotes:
Miracle Equipment Supply, Turf Surfacing, with
Installation
Mike Cederlund
154,179.001.00Miracle_Playground Structure 154,179.00
15,722.001.00Miracle_5" Arch Swing Set with 2 Tot Seats, 1 Multi Use Seat, 4 Belt Seats, 1 Inclusive Seat,
and 1 Generation Swing
15,722.00
15,845.001.00Miracle_#307_Inclusive W hirl 15,845.00
9,474.001.00Miracle_#6087_Buddy Rocker with Back Panel 9,474.00
1,362.001.00Miracle_#4531_MM Spinatorium 1,362.00
17,036.001.00Miracle_#4534_MM Grand Gallery 17,036.00
6,814.001.00Miracle_#4533_MM Dynamics Lab 6,814.00
7,750.001.00Miracle_#4539_MM GOOOAAALLL 7,750.00
7,250.001.00Miracle_#4538_MM My Cup of Tea 7,250.00
1,699.003.00Miracle_#MRBB400S_Best Buddies Bench with Back 5,097.00
1,550.001.00Miracle_Custom Communications Sign 1,550.00
5,686.001.00Miracle Freight Charges 5,686.00
6,500.001.00Demo 6,500.00
2.006,825.00Removal of Existing W ood Surface 13,650.00
4.006,825.00Stone Base 27,300.00
18.006,825.00Artificial Turf_Play Safe 50 122,850.00
83,374.001.00Installation of Playground Equipment 83,374.00
-81,440.001.00Sourcewell Discount -81,440.00
523
.
.
Scope of Work
333 S Green Street
McHenry, IL 60050
(815) 578-4236Fax:
City of McHenry
(815) 363-2159Phone:
10/16/2024
EQUIPMENT QUOTAT ION
QtyDescription Rate/Unit Amount
Ph: 888-GET-REIL Fax: 815-923-4303
17421 Marengo Rd. Union, IL 60180
Quote No Quote Date
Salesperson
Bill To:Site Location:
Bill HobsonContact:
bhobson@cityofmchenry.orgEmail:
167816
Ve teran's ParkNotes:
Miracle Equipment Supply, Turf Surfacing, with
Installation
Mike Cederlund
419,999.00
Sales Tax (If Applicable)
Accepted by:
For those who do not have established credit at time of order,
Quote Total: $
Orders under $3,000 require payment in full at time of order, all other orders will be 50% down payment with order and balance prior to
shipping.
Unless otherwise specified the above prices do not include installation or Sales Tax.
Due to the volatile manufacturing market, the above equipment prices are only vaild for 7 days
Te rms are full payment within 30 days, no retainage, from the date of shipment. Should payment not be received within 30 days, we agree to
pay 1 1/2% per month interest on the unpaid balance.
Should the payment not be received within the above terms, we agree to pay all attorneys' fees and other collection costs, which the seller
may incur to insure that this account, including any accrued interest is collected in full.
TERMS: For those who have established credit with us
Subtotal:
Lead Times are now extended due to manufacturing delays
419,999.00
0.00
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ORDINANCE NO. 24-
AN ORDINANCE AMENDING THE FY2024/2025 BUDGET FOR THE
FISCAL YEAR ENDING APRIL 30, 2025
WHEREAS, the City of McHenry, McHenry County, Illinois, is a home rule
municipality as contemplated under Article VII, Section 6, of the Constitution of the State of
Illinois, and the passage of this Ordinance constitutes an exercise of the City’s home rule powers
and functions as granted in the Constitution of the State of Illinois; and
WHEREAS, the City of McHenry acting by and through its Mayor and City Council has
previously approved the FY24/25 Annual Budget for the Fiscal Year Ending April 30, 2025; and
WHEREAS, it is necessary and appropriate to delete, add to, or otherwise change certain
line items in said Budget Ordinance as provided in Exhibit A to this Ordinance;
NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of
McHenry, McHenry County, Illinois, as follows:
SECTION 1: That the amendments to the Budget Ordinance for the Fiscal Year Ending
April 30, 2025 are hereby approved in the form and content as provided by Exhibit “A” which is
attached hereto and made part hereof.
SECTION 2: If any section, paragraph, subdivision, clause, sentence or provision of this
Ordinance shall be adjudged by any Court of competent jurisdiction to be invalid, such judgment
shall not affect, impair, invalidate or nullify the remainder thereof, which remainder shall remain
and continue in full force and effect.
SECTION 3: All ordinances, or parts of ordinances in conflict herewith are hereby
repealed to the extent of such conflict.
SECTION 4: This ordinance shall be published in pamphlet form by and under the
authority of the corporate authorities of the City of McHenry, Illinois.
SECTION 5: This ordinance shall be in full force and effect from and after its passage,
approval and publication, as provided by law.
Passed this 16th day of December, 2024.
Ayes Nays Absent Abstain
Alderwoman Bassi _____ _____ _____ _____
Alderman Davis _____ _____ _____ _____
Alderman Glab _____ _____ _____ _____
Alderman Koch _____ _____ _____ _____
Alderman McClatchey _____ _____ _____ _____
Alderwoman Miller _____ _____ _____ _____
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Alderman Santi _____ _____ _____ _____
______________________ ________________________
Wayne Jett, Mayor Monte Johnson, Deputy City Clerk
EXHIBIT A
The following budget items are amended by this Ordinance:
FY24/25 Budget Amendment – Developer Donation Fund – Veterans Park Playground
Replacement - $299,999 .00
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Bill Hobson, Director of Parks and Recreation
McHenry Recreation Center
3636 Municipal Drive
McHenry, Illinois 60050
Phone: (815) 363-2160
www.cityofmchenry.org/park_recreation
DISCUSSION ITEM
DATE: December 16, 2024
TO: Mayor and City Council
FROM: Bill Hobson, Director of Parks and Recreation
RE: Parks and Recreation Master Plan Update
Attachment: Hitchcock Design Group Preliminary Strategies Memo
AGENDA ITEM SUMMARY:
Hitchcock Design Group, the City of McHenry’s consultant that has been contracted to perform
a Parks and Recreation Master Plan renewal, will be on hand to present their preliminary
strategies findings.
BACKGROUND:
The City of McHenry selected the Hitchcock Design Group to update and renew the Parks and
Recreation Master Plan in May of 2023. The project kicked off in June of 2023. In total there are
five phases to the process:
1. Analyze – identify and examine all parks, facilities and programs.
2. Connect – Connect with the public, the staff and the elected officials to garner the
community’s interests and priorities.
3. Envision – Sort all of the connections and categorize them into an all-encompassing list
of the desires of the community as a whole.
4. Prioritize – (This is where we stand now) – Refine the list of the categorized desires into
a priority of completion.
5. Implement – What steps can be taken to make the plan a reality.
ANALYSIS:
The attached memorandum describes the findings of the Master Plan process. Staff and
consultants are requesting input from City Council regarding the ten priorities, which are then
further broken down into strategies. The ten priorities are:
1. Provide a new aquatics facility
2. Provide additional indoor recreation space
3. Improve upon and maintain existing park offerings
4. Provide new outdoor amenities to align with national trends
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5. Evaluate or activate underutilized parks
6. Address parks distribution deficiencies in under-served areas of the community
7. Improve city wide non-vehicular connectivity
8. Align recreation opportunities with community demographics
9. Evaluate funding opportunities and resources for the City of McHenry Parks and
Recreation Department
10. Improve back of house operations
There are a number of sub-categories and strategies that each of these priorities contain. Staff
from Hitchcock Design Group will present all of the in formation and seek final input from City
Council and Staff in order to define the best strategies for implementation.
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Memorandum
Date: December 6, 2024 To: Bill Hobson, City of McHenry (COMH) From: Bridget Deatrick, Hitchcock Design Group (HDG) RE: City of McHenry Parks and Recreation Master Plan Phase: Preliminary Needs and Strategies
The purpose of this memo is to identify potential recreation needs for the City of McHenry and
define possible strategies that could be implemented to meet these needs within and beyond the
next five years. The following list of needs and strategies is a working document developed by the
consultant planning team with input from Parks and Recreation staff using the previously
completed Analysis and Connect phase data collected from observed amenity conditions, industry
benchmarks, and community, staff, and board input.
This memo is organized into 10 needs and each section includes a short summary of the
background information behind the need, followed by the list of preliminary strategies.
Following the review of this memo, the consultant planning team will use City staff and Council member comments to refine these preliminary items into the plan’s Preferred Strategies and determine prioritization of each need and strategy into a five-year action plan. There will be
additional opportunities for staff and Council feedback throughout this process.
Preliminary Need 1
Provide a new aquatics facility
• Participants in all Connect Phase forums identified aquatics as being a priority with the
existing Merkel Aquatic Center noted as being too small, outdated, and causing safety
concerns
• Staff identified regular annual operating losses, water losses, and large upkeep expenses
expected in the next couple of seasons
• A majority of participant feedback regarding a new or improved aquatics facility referred to it
being indoor. However, many participants also noted a new outdoor aquatics facility as being
an option with some participants having no preference between the two options
• The McHenry Recreation Center, renovated in 2016, included potential expansion locations
for indoor and outdoor aquatics facilities
• The 2018 referendum to expand the McHenry Recreation Center to include an indoor pool
and aquatics facility did not pass
Strategies:
1. Conduct indoor and outdoor aquatics facility feasibility study a. Reference prior planning efforts, including:
i. Recreation Master Plan findings
ii. 2017 referendum results
iii. Spring 2024 land use and budget study
b. Determine community preference
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Page 2
c. Consider facility reach (community versus regional attraction)
d. Consider seasonality and use potential
e. Evaluate cost (construction and operational)
f. Evaluate revenue potential
g. Coordinate with indoor facility feasibility study (see Need 2)
2. Manage transition of Merkel Aquatic Center to new facility
a. Continue to evaluate short-term improvements vs. expenditures
b. Determine anticipated lifespan of key facility components
3. Develop preliminary design scope and costs for new aquatics facility a. Potential components and phasing for target funding goal: i. Lap pool
ii. Warm water (indoor) iii. Open water
iv. Diving pool v. Lazy river vi. Splash features
vii. Waterpark features 4. Propose referendum for a new aquatics facility
a. Complete pre-election education and support generation campaign i. Consider phasing and alternate funding sources as supplemental funding
strategies b. Investigate other funding potential sources i. Grants (PARC)
ii. TIFF/Bonds iii. Donations
iv. Sponsorship or rental opportunity within facility c. If referendum is approved, continue with final design and construction
5. If referendum is rejected, consider alternative approaches for a new aquatics facility a. Investigate other funding potentials i. Grants (PARC)
ii. TIFF/Bonds iii. Donations
iv. Sponsorship or rental opportunity within facility b. Phased implementation approach c. Consider Merkel Aquatic Center Renovation/Replacement
d. Explore partnership opportunities, such as:
i. Joint agency facility development
ii. Negotiated use/resident rates of existing facility
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Page 3
Preliminary Need 2
Provide additional indoor recreation space
Or combine with Need 1 to consider the role of aquatics with the context of indoor facility
needs: Complete Rec Center, Merkel Aquatic Center, and Knox Park Campus Facility Improvements
Planning
• Participants in all Connect Phase forums identified the need for expanded indoor space
• Survey respondents requested more multi-purpose rooms/space
• Along with survey and workshop feedback, the community in general has voiced requests for
basketball courts.
i. The McHenry Recreation Center, renovated in 2016, included potential expansion
locations for indoor facilities including two basketball courts
• An indoor walking track was frequently requested among survey participants
• Indoor amenities provide the opportunity for additional revenue generation
• The city also has small support buildings in many of the parks, providing alternative locations
for expanded indoor space Strategies:
1. Conduct Indoor Space Needs Feasibility Study
a. Evaluate recreation center expansion or new construction at Knox Park (coordinate with
Need 1)
b. Consider facility reach (community versus regional attraction)
c. Evaluate cost
d. Evaluate revenue potential 2. Develop final design and costs for new indoor facility
a. Potential components and phasing for target funding goal:
i. Up to 3 multi-use courts
ii. Indoor walking track
iii. Multi-purpose space iv. Meeting rooms/rentable space v. Additional weight room space
vi. Storage space vii. Staff offices
viii. Classroom/fitness rooms ix. Childcare capacity increase
x. Coordinate with indoor and outdoor aquatics facility feasibility study (see Need 1) 3. Propose referendum for a new indoor facility a. Complete pre-election education and support generation campaign
i. Consider phasing and alternate funding sources as supplemental funding strategies
b. If referendum is approved, continue with final design and construction 4. If referendum is rejected, consider alternative approaches for a new indoor facility i. Investigate other funding potentials
1. Grants 2. TIFF/Bonds
3. Donations 4. Sponsorship or rental opportunity within new development
ii. Phased implementation approach iii. Explore partnership opportunities, such as:
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1. Joint agency facility development
2. School District intergovernmental agreements
3. Lease or use agreements of other community locations such as churches,
library, retail space
5. Evaluate underutilized indoor facilities City-wide and develop future use plan for Althoff
concession/restroom building, Lakeland Park recreation building, Knox Park Barn, and
Petersen Historic Farm Barn
a. Coordinate with park improvement plans (see Need 3)
b. Consider repurposing, renovation, expansion and/or new construction to meet indoor space needs, considering i. Off-site childcare, pre- / post-school, and camp
ii. Fitness and exercise iii. Senior Center
iv. Teen Center v. Rental potential vi. Storage/maintenance facilities
vii. Affiliate use for program expansion 1. Historic education
2. Agricultural education 6. Evaluate potential interest for a fieldhouse with indoor synthetic turf fields
a. Coordinate with indoor facility feasibility study and indoor and outdoor aquatics facility feasibility study (see Need 1) b. Consider locations within existing community park spaces that promote community use
and consolidation of Department resources i. Knox Park
1. Consider development in collaboration with phased Rec Center approach ii. Petersen Park
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Preliminary Need 3
Improve upon and maintain existing park offerings
• 39% of survey participants who were unsatisfied with the City of McHenry’s parks they
had visited in the last 12 months cited “outdated / inadequate facilities” as the reason
• 37% of survey participants who were unsatisfied with the City of McHenry’s parks they
had visited in the last 12 months cited “condition and availability of comfort amenities
(seating, shade, etc.)” as the reason
• Other concerns raised included playground conditions, field drainage, parking, restroom
availability, and lighting
• McHenry Parks Department currently has a maintenance team of 6 people for 42 parks Strategies:
1. Develop and implement Park Concept Plans for renovations
a. Improve East Beach Park
i. (2024 completed items)
1. Parking improvements (repave and striping)
2. Renovate swings to current standards
ii. Allow shoreline access for fishing at McCullom Lake
iii. Consider playground expansion for mini-park service
iv. Provide comfort amenities such as seating, trash receptacles, and shade
v. Renovate basketball court/full court basketball
vi. provide accessible paths to recreation amenities
vii. Consider partial site and shoreline naturalization to reduce maintenance investment and unintended public use viii. Consider path access to Petersen Park for improved resident access and Petersen
Park south parcel activation b. Improve West Beach Park
i. (2024 completed items) 1. Improve shoreline access for fishing at McCullom Lake
2. Lilly pad treatments ii. Provide comfort amenities such as seating, trash receptacles, and shade iii. Parking improvements (repave and striping)
iv. Consider partial site and shoreline naturalization to reduce maintenance investment and unintended public use
c. Improve McHenry Shores Beach i. (2024 completed items) 1. Backstop fencing replacement
2. Basketball court renovation ii. Allow shoreline access for fishing at the Fox River
iii. Improve access and visibility between east and south sections considering 1. Selective vegetation clearing to improve visibility from the road and from
the east park section 2. Provide signage for south park section iv. Coordinate south property improvements with IDNR per IGA terms
d. Improve Lakeland Park i. Renovate playground (currently scheduled within 3-4 years)
ii. Assess uses of indoor facility iii. Renovate ballfield
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e. Improve William H. Althoff Park
i. Consider site naturalization to address soils and flooding concerns and
reduce/eliminate active recreation use
1. Consider adding passive and nature interpretive features such as trails,
signage, and program support elements
OR
ii. Consider transition to active recreation amenities suited for site soil and drainage
conditions 1. Naturalized disc golf course 2. Non-vehicular trails
3. Synthetic turf field with detention a. Coordinate interest and funding opportunities with football
affiliates 4. Playground replacement scheduled 2025 iii. Coordinate park design within PEM1C wetland limits with regulatory agencies
(USACE, others tbd) iv. Assess uses of indoor facility
v. Parking improvements (repave and striping) 1. Consider parking pavement reduction due to low park use, dependent on
future development f. Improve Knox Park i. Complete campus-wide master plan considering
1. Assess aquatics facility future use (see Need 1) a. Develop land use plan for Merkel Aquatic Center transition to
potential other use or redevelopment 2. Assess indoor facility expansion (see Need 2)
ii. Complete facility assessment and activation plan for Barn renovation 1. Coordinate development plans with IDNR to confirm compliance with OSLAD grant project requirements (1980s acquisition grant)
iii. Renovate existing amenities and add new recreation opportunities and trends
1. Complete safety town conversion to 6 pickleball courts (2025 completion) a. Consider future pickleball court expansion based on 2024-2025
court use and other available community locations
2. New shelter(s)
3. Pump track and/or bicycle park (evaluate donor opportunities)
4. Synthetic turf field(s)
a. Existing softball fields
b. Existing full-size soccer field
iv. Expand camp capacity
1. Shelter
2. Support activity areas such as play and educational spaces v. Complete parking lot renovations to transition gravel lots to asphalt
1. Coordinate site parking needs with future facility changes per needs 1 and 2 vi. Expand walking/hiking trails
1. Consider trail improvements connection to Wheeler Park such as: a. Way finding signage
b. Additional sidewalk connection locations away from parking lot
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c. Pedestrian crossing features at Municipal Drive and S. Green
Street
g. Improve Cold Springs Park
i. Develop into neighborhood/community park
1. Provide active park amenities such as
a. Disc golf (championship level course)
b. Shelter
c. Playground i. Nature based or ropes course ii. Nature trails and activities, similar to Knox Park
2. Provide trail connection to Prairie Path 3. Improve park visibility
a. Selectively clear perimeter vegetation for improved security b. Provide park signage ii. Maintain/expand natural areas
1. Continue to maintain and improve high quality natural areas and specimen trees
iii. Provide parking appropriate to offered amenities 1. Reevaluate existing parking lot at DuPaul Court
2. Consider parking addition along north side of park 3. Consider land acquisition or easement opportunities to provide vehicular access to the park from W Crystal Lake Road
a. Consider removal of vehicular park access through residential areas
iv. Provide community engagement opportunities to build neighborhood consensus for potential improvements prior to development
2. Evaluate future phase of development for Miller’s Riverfront Park (current phase completed 2024)
a. Consider: i. Further expansion of parking lot
ii. Complete trail improvements 1. Convert Country Club Drive path connection from wood chips to more permanent and accessible material
2. Provide looped trail and boardwalk system to west
a. Provide connectivity to neighborhood west of park
iii. Provide passive and nature-based recreation opportunities
1. Bird watching
2. River boardwalk and viewing overlooks (no fishing location)
3. Shelters
4. Nature education exhibits
iv. Coordinate development with affiliate and permitting agencies
1. Sheriff’s office 2. Wetland permitting on west side of park
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3. Identify and prioritize annual park(s) improvements to address aging amenities and capital
improvements
a. Group A (years 1-5)
i. North Oak Park (current)
ii. Lakeland Park
b. Group B (years 5-10)
i. Creekside Park
ii. Freund Field c. Group C (years 10-15) i. Jaycees Park
ii. tbd by condition
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Preliminary Need 4
Provide new outdoor amenities to align with national trends
• Pickleball and off-street, multi-purpose walking and biking trails, were among the most
frequently requested amenity throughout the survey, which align with national trends
• Other highly requested amenities gathered from survey participants included:
o Nature/interpretive trails
o Fishing piers
o Disc golf
o Outdoor fitness equipment
o Spray pad and water play
o Lawn games
• National trends show an overall increase in physical activity, with top activities relevant to
the City of McHenry including:
o Synthetic turf fields
o Inclusive Play
o Aquatic exercise
o Basketball
o Soccer
o Football
Strategies:
1. Provide in-demand amenities at key locations
a. Pickleball. Consider the following locations: i. Whispering Oak Parks / Fort McHenry Park
ii. Fox Ridge Park (East or West)
iii. Knox Park
iv. Petersen Park
v. Shamrock Farms Park
b. Multi-purpose trails. Consider the following locations:
i. Knox Park ii. Fox Ridge Park iii. Whispering Oaks /Fort McHenry
iv. Cold Springs Park v. Miller Riverfront Park
vi. Boulder Creek Park vii. Wheeler Fen and connection to Turnberry (neighborhood connection) c. Spray pads and water play
i. Coordinate location with indoor and outdoor aquatics feasibility study (see Need 1)
ii. Consider location on west side of community to improve access equity d. Fishing piers. Consider the following locations:
i. McHenry Shores Beach ii. Millstream Subdivision Beaches iii. East Beach Park
iv. West Beach Park v. Fox Ridge Park (East and West)
1. Dependent on trail corridor development vi. Whispering Oaks vii. Pheasant Valley
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e. Continue to provide swimming beach access at Petersen Park
f. Artificial Turf Multi-Purpose Field. Consider the following locations:
i. Petersen Park
ii. William H. Althoff Park
1. Stormwater management feature opportunity
2. Wetland coordination required
iii. Fox Ridge Park - West
iv. Shamrock Farms Park v. Knox Park
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Preliminary Need 5
Evaluate and/or activate underutilized parks
• Petersen Historic Farm is rarely used and requires a substantial amount of upkeep
• Survey participants had mixed sentiments on what the historic barn at Petersen Farm should be used for, with some noting it should be torn down and others noting it as an
opportunity for weddings, private events, etc.
• The City of McHenry currently leases out Hickory Creek Farm operations
• Millstream Subdivision Beaches, with Millstream being overgrown with vegetation and
inaccessible
• Walsh Park is being leased out to the adjacent restaurants
Strategies: 1. Determine how Petersen Historic Farm should be utilized, if at all
a. Determine how existing barn should be used
i. Preserve and renovate for use, such as:
1. Events and rentals
2. Farmers market/farm stalls
3. Programming
4. Education
a. Consider partnership affiliate opportunities for historic education
b. Coordinate with prior 2018 market study results
5. Nature walk
a. Passive park development to support nature education
b. Consider partnership affiliate opportunities such as McHenry County
Conservation District
6. Complete nature conservation initiatives such as oak grove restoration
7. Evaluate 2024 community garden plot use and consider expansion
b. Develop site for neighborhood park active use
i. Consider improving non-vehicular access to Petersen Park
c. Consider specialized development as an educational historic or demonstration farm i. Consider Hickory Creek Farm integration into programming 1. Horse-back riding
ii. Consider hiring specialized staff or identify operational affiliate opportunities 2. Assess continued use of undeveloped waterside properties (Millstream Subdivision Beaches
and Pheasant Valley Park
a. Consider development for mini park service
i. Water access for fishing
ii. Trail development
1. Consider bridge construction to improve City-wide access
iii. Shelter
iv. Playground, consider nature-based play
v. Fitness equipment
b. Consider additional development for neighborhood or community park service at Pheasant Valley Park to add additional in-demand amenities 3. Assess continued use of downtown park spaces (Green Street Park, Neuman Park, and
Walsh Park) a. Complete regular review of lease agreements for properties used by others
b. Provide additional connections to riverfront development and Miller Point Park i. Consider expansion of pop-up retail opportunities c. Consider Green Street Park development to honor distinguished citizens
d. Consider trail/bridge connection opportunities at Walsh Park 4. Continue to lease out agriculture land that is not needed for recreation development
a. Complete regular review of lease agreements for properties used by others
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Preliminary Need 6
Address park distribution deficiencies in underserved areas of the community
• Largely due to most parks being localized around the Fox River and downtown, gaps in
service have developed to the west and south where new development is taking place
• Planning areas 1, 2, 4, 9, and 13 have a total population of 3,060 with none of the
residents being served by any McHenry Parks
• In total, 5,547 McHenry residents are not served by McHenry Parks across the entire City
Strategies:
1. Monitor community use of other recreation providers to confirm where there are unmet needs a. Consider City service expansion to fulfill unmet market needs in alignment with Parks and
Recreation Mission, such as
i. Aquatics
ii. Teen services
1. Consider further outreach to identify unmet needs
a. Coordination with School Districts
b. Teen advisory council
iii. Special events and festivals iv. Miller’s Point incubator business success
b. Consider establishing partnerships, limiting, or reducing City services in saturated markets i. Senior services
1. Continue to work with and expand partnerships with McHenry Township Senior Center and Library services a. Utilize cross-promotion and advertisement opportunities to raise
resident awareness of available services across all agencies ii. Investigate ways to improve resident access to services already being provided,
such as 1. Evaluate and adjust program and event dates and times to improve
participation 2. Negotiate access or resident rates for locations or offerings provided by others
3. Continue to provide and support non-vehicular connections throughout the City
2. Provide recreation opportunities in planning areas with high underserved population a. Planning area 1 i. Identify land acquisition and land swap opportunities
1. Consider establishing acquisition or right of first refusal agreements for undeveloped land
ii. Evaluate resident use of neighboring Wonder Lake and McCullom Lake Parks iii. Create pedestrian-friendly barrier crossings to expand resident access planning area 6
b. Planning area 2
i. Identify land acquisition and land swap opportunities 1. Consider establishing acquisition or right of first refusal agreements for
undeveloped land ii. Coordinate land acquisition and developer donation requirements with planned
residential development to provide park service to growing City population
iii. Create pedestrian-friendly barrier crossing at N Draper Rd and Curran Rd to access
planning area 3 and 5
c. Planning area 4
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i. Create pedestrian-friendly barrier crossing and sidewalk at W Elm St and N Ringwood
Rd to access planning area 6
d. Planning area 9
i. Identify land acquisition and land swap opportunities
1. Consider establishing acquisition or right of first refusal agreements for
undeveloped land
ii. Create pedestrian-friendly barrier crossing at Bull Valley Rd to access planning area 8
e. Planning area 10
i. Create pedestrian-friendly barrier crossing at N McCullom Lake Rd to access planning
area 11
f. Planning area 17
i. Identify land acquisition and land swap opportunities 1. Consider establishing acquisition or right of first refusal agreements for
undeveloped land ii. Consider partnership with Alexander Leigh Center for Autism to develop public
open space 1. Consider inclusive play opportunities in alignment with recreation trends g. Planning area 20
i. Create pedestrian-friendly barrier crossing at W Elm St and across the Fox River to
access planning areas 15,16, and 19 and Riverfront amenities
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Preliminary Need 7
Improve City wide non-vehicular connectivity
• Multi-purpose walking and biking trails were noted as being the second-highest priority
among survey participants
• Staff, City Council, and community workshops all revealed non-vehicular connectivity as a
top priority.
• The City-wide Vision 2050 Comprehensive Plan outreach resulted in high priority for trails
• In 2022, McHenry County adopted the McHenry County Connection Pedestrian, Bicycle,
and Trails Master Plan which provides a framework for improving biking and walking
infrastructure in McHenry County Strategies:
1. Continue involvement in the 2022 McHenry County Connection Pedestrian, Bicycle, and
Trails Master Plan implementation and future planning updates
2. Expand trails offerings at existing parks
a. Consider the following locations
i. Knox Park
ii. Fox Ridge Park
iii. Whispering Oaks Park
iv. Cold Springs Park
v. Miller riverfront Park
vi. Boulder Creek Park
3. Identify and provide connections to trails by others a. Cold Springs Park to the Prairie Trail
Preliminary Need 8
Align recreation opportunities with community demographics
• The McHenry population is “aging in place,” meaning few people are moving out of the
City and residents are getting older
o By 2028, it is projected that over 31.7% of the residents will be over the age of 55
• Survey participants frequently requested more recreation opportunities for all ages, with
requests for senior activities and programs coming up most often
• Planned new residential development in the west half of the City has the potential to
change City demographics
Strategies:
1. Develop focus group to determine needs
a. Consider common senior programs and amenities including
i. Day trips
ii. Hobby clubs
iii. Trending recreation such as pickleball or bocce
iv. Education courses
v. Intergenerational activities such as game tables 2. Provide dedicated senior space for recreation and programing
a. Design and construct indoor space per Indoor Space Needs Study considering
i. Conversion of existing indoor space ii. Potential recreation center expansion
iii. Use of underutilized city-wide indoor facilities
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Preliminary Need 9
Evaluate funding opportunities and resources for the McHenry Parks and Recreation
Department
• Partnerships, for example with the nearby schools, has proven to be successful in the past
• Consider additional grant, TIF, and bond opportunities
• Developer contributions may be useful however this often includes land donations, which
are in general not as useful as the City is substantially above the state and national
average in terms of recreation open space owned
Strategies: 1. Determine and pursue other funding opportunities including
a. Grants
b. TIFFs
c. Bonds
d. Developer contributions
i. Emphasize cash rather than land where adequate service is provided
ii. Review agreements to ensure donated land is of appropriate quality for park
development
e. Enterprise fund opportunities
2. Reassess exiting partnerships on a regular basis or after major organizational changes
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Preliminary Need 10
Improve back of house operations
•There is a disproportionately small number of Parks Department staff compared to the
size of McHenry
•Staff input throughout the Connect phase and during the workshop noted the need for
additional employees
•Survey participants occasionally noted their lack of awareness of McHenry offerings and
programs, which marketing staff may assist with
•McHenry Parks Department Summer camps are in high demand and are regularlyoverbooked
•Specialized staff may help service underutilized parks or manage unique assets (Hickory
Creek Farm and Petersen Historic Farm)
Strategies:
1.Hire additional staff, considering
a.Hire additional maintenance staff to keep pace with City population growth and land
development
b.General support staff
c.Designated marketing employee
i.Expand awareness of McHenry Parks and Recreation Department offerings
d.Additional camp counselors
i.Expand existing summer camp programse.Specialized staff for:
i.Petersen Historic Farm
2.Continue to Update and implement Community Investment Plan and other capitalplanning, budgeting, and scheduling initiatives including:
a.Equipment replacement log and schedulei.Track purchase date and useful life of playground equipment, fencing, shelters,
lawn games, etc. to manage capital improvement needs and budgetingii.Identify opportunities to provide modern playground equipment and meettrends such as full-accessibility, inclusion, and trending pieces
b.Continue to provide ADA access to public spaces3.Continue to participate in other community planning and improvement initiatives, such as:
a.Downtown improvement plansb.Riverfront development plansc.City-wide planning
4.Assess and define Department structure within City governancea.Grow resources to continue to provide services in Riverfront and Downtown areas
b.Continue to utilize service contracts for standard maintenance items such as mowing ornative area management to allow staff recourses to be focused on recreation and
community-specific initiatives
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