City Council Packet 2010 02-23-10 `,<E,D Clpy
� United City of Yorkville
.7 0 M
" 800 Game Farm Road
esr 7838 Yorkville, Illinois 60560
o �® Telephone: 630-553 -4350
Fax: 630-553 -7575
1.E
AGENDA
CITY COUNCIL MEETING
CITY COUNCIL CHAMBERS
7:00 p.m.
Tuesday, February 23, 2010
Call to Order:
Pledge of Allegiance:
Roll Call by Clerk: WARD I WARD II WARD III WARD IV
Wally Werderich Gary Golinski Marty Munns Rose Ann Spears
George Gilson, Jr. Arden Joe Plocher Robyn Sutcliff Diane Teeling
Establishment of Quorum:
Introduction of Guests:
Amendments to Agenda:
Committee Meeting Dates:
Public Works Committee Meeting:
6:00 p.m., March 16, 2010
City Hall Conference Room
Economic Development Committee:
6:30 p.m., March 2, 2010
City Hall Conference Room
Administration Committee Meeting:
6:00 p.m., March 18, 2010
City Hall Conference Room
Public Safety Committee Meeting:
6:00 p.m., February 25, 2010
City Hall Conference Room
Presentations:
1 . Stormwater Management Program Plan Presentation
City Council Meeting Agenda
February 23, 2010
Page 2
Public Hearings:
Citizen Comments:
Consent Agenda:
1 . PW 2010-11 Kendall Marketplace — Earthwork Letter of Credit Expiration - authorize City Clerk to call
letter of credit if it is not renewed prior to April 20, 2010
2. PW 2010- 12 Saravanos Development — Sitework Letter of Credit Expiration - authorize City Clerk to
call letter of credit if it is not renewed by May 28, 2010
3 . PW 2010- 14 Windett Ridge ComEd Easements - authorize Mayor and City Clerk to execute
4. PW 2010- 15 Supplemental MFT Appropriation Resolution for Game Farm Rd./Somonauk St. Appraiser
Services - authorize City Clerk to execute
5 . PW 2010- 16 MFT Appropriation Resolution for General Maintenance for FY 2010-2011 - authorize
City Clerk to execute
Plan Commission / Zoning Board of Appeals :
Minutes for Approval (Corrections and Additions):
Minutes of City Council — January 26, 2010
Bill payments for approval from the current Bill List (Corrections and Additions):
Checks total these amounts:
$ 456,712.62 (vendors)
$ 297,733 .22 (payroll period ending 1 /30/10)
$ 6,796.36 (payroll period ending 2/19/10)
$ 761 ,242.20 (total)
Reports:
Mayor' s Report:
1 . CC 2010- 19 Appointment of Don Hirsch to the Zoning Board of Appeals
2. CC 2010-20 Appointment of Amy Baudouin to the Human Resources Commission
3 . CC 2010-21 Appointment of Adam Dontz to the Building Code Update Committee
4. CC 2010-22 Appointment of Barbara Skidmore and Robert Skidmore to the Adhoe Committee
on Senior Issues
5. CC 2010-23 OSLAD Development Grant Discussion
6. CC 2010-24 Economic Update
City Council Meeting Agenda
February 23 , 2010
Page 3
Reports (cont'd):
City Council Report:
City Attorney' s Report :
City Clerk' s Report:
City Treasurer's Report:
City Administrator' s Report:
Finance Director' s Report:
City Engineer's Report:
Director of Public Works Report:
Chief of Police Report:
Director of Parks & Recreation Report:
Community Development Director Report:
Community Relations Officer:
Community & Liaison Report:
Committee Reports:
Public Works Committee Report:
1 . PW 2010- 17 Ordinance Adopting a Stormwater Management Program Plan for the United City of
Yorkville — First Reading
Economic Development Committee Report:
1 . No report.
Public Safety Committee Report:
1 . No report.
Administration Committee Report:
1 . ADM 2010-13 Cost Cutting Ideas — Contest
Additional Business:
Executive Session:
Adjournment:
City Council Meeting Agenda
February 23, 2010
Page 4
COMMITTEES, MEMBERS AND RESPONSIBILITIES
PUBLIC WORKSi
Committee Departments Liaisons
Chairman: Alderman Plocher Public Works Park Board
Vice-Chairman: Alderman Gilson Engineering YBSD
Committee: Alderman Manus Parks and Recreation
Committee: Alderman Teeling
(ECONOMIC DEVELOPMENT
Committee Departments Liaisons
Chairman: Alderman Golinski Community Development Plan Commission
Vice-Chainnan: Alderman Spears Building Safety and Zoning Yorkville Econ. Dev. Corp.
Committee: Alderman Werderich Kendall Co. Plan Commission
Committee: Alderman Sutcliff
------------------------------------
[PUBLIC SAFETY;
Committee Departments Liaisons
Chairman: Aldennan Werderich Police Human Resource Comm.
Vice-Chairman: Alderman Munns School District
Committee: Alderman Spears
Committee: Alderman Plocher
;ADMINISTRATION(
= --- --------------------------- ------------------------------------------------------------- ----------------
Committee Departments Liaisons
Chairman: Alderman Sutcliff Finance Library
Vice-Chairman: Alderman Teeling Administration
Committee: Alderman Gilson
Committee: Alderman Golinski
UNITED CITY OF YORKVILLE
WORKSHEET
CITY COUNCIL
Tuesday, February 23, 2010
7:00 PM
CITY COUNCIL CHAMBERS
AMENDMENTS TO AGENDA:
----------------------------------------------------------------------------------------------------------------------------------------
-----------------------------------------------------------------------------------------------------------------------------------------
PRESENTATIONS :
-----------------------------------------------------------------------------------------------------------------------------------------
1 . Stormwater Mangement Program Plan Presentation
-----------------------------------------------------------------------------------------------------------------------------------------
CITIZEN COMMENTS :
-----------------------------------------------------------------------------------------------------------------------------------------
-----------------------------------------------------------------------------------------------------------------------------------------
CONSENT AGENDA:
-----------------------------------------------------------------------------------------------------------------------------------------
1 . PW 2010- 11 Kendall Marketplace — Earthwork Letter of Credit Expiration
❑ Approved: Y N ❑ Subject to
❑ Removed
❑ Notes
-----------------------------------------------------------------------------------------------------------------------------------------
2. PW 2010- 12 Saravanos Development — Sitework Letter of Credit Expiration
❑ Approved: Y N ❑ Subject to
❑ Removed
❑ Notes
-----------------------------------------------------------------------------------------------------------------------------------------
3 . PW 2010- 14 Windett Ridge ComEd Easements
❑ Approved: Y N ❑ Subject to
❑ Removed
❑ Notes
-----------------------------------------------------------------------------------------------------------------------------------------
4. PW 2010- 15 Supplemental MFT Appropriation Resolution for Game Farm Rd. / Somonauk St. Appraiser
Services
❑ Approved: Y N ❑ Subject to
❑ Removed
❑ Notes
-----------------------------------------------------------------------------------------------------------------------------------------
5 . PW 2010-16 MFT Appropriation Resolution for General Maintenance for FY 2010-2011
❑ Approved: Y N ❑ Subject to
❑ Removed
❑ Notes
-----------------------------------------------------------------------------------------------------------------------------------------
MINUTES FOR APPROVAL:
-----------------------------------------------------------------------------------------------------------------------------------------
1 . City Council — January 26, 2010
❑ Approved
❑ As presented
❑ As amended
----------------------------------------------------------------------------------------------------------------------------------------
BILL LIST:
-----------------------------------------------------------------------------------------------------------------------------------------
❑ Approved
❑ As presented
❑ As amended
❑ Notes
MAYOR' S REPORT:
-----------------------------------------------------------------------------------------------------------------------------------------
1 . CC 2010- 19 Appointment of Don Hirsch to the Zoning Board of Appeals
❑ Approved: Y N ❑ Subject to
❑ Removed
❑ Bring back to Committee/future meeting
❑ Informational Item
❑ Notes
-----------------------------------------------------------------------------------------------------------------------------------------
2. CC 2010-20 Appointment of Amy Baudouin to the Human Resources Commission
❑ Approved: Y N ❑ Subject to
❑ Removed
❑ Bring back to Committee/future meeting
❑ Informational Item
❑ Notes
-----------------------------------------------------------------------------------------------------------------------------------------
3 . CC 2010-21 Appointment of Adam Dontz to the Building Code Update Committee
❑ Approved: Y N ❑ Subjectto
❑ Removed
❑ Bring back to Committee/future meeting
❑ Informational Item
❑ Notes
------------------------------------------------------------------------------
4. CC 2010-22 Appointment of Barbara Skidmore and Robert Skidmore to the Adhoc Committee on Senior
Issues
❑ Approved: Y N ❑ Subject to
❑ Removed
❑ Bring back to Committee/future meeting
❑ Informational Item
❑ Notes
-----------------------------------------------------------------------------------------------------------------------------------------
5 . CC 2010-23 OSLAD Development Grant Discussion
❑ Approved: Y N ❑ Subject to
❑ Removed
❑ Bring back to Committee/future meeting
❑ Informational Item
❑ Notes
-----------------------------------------------------------------------------------------------------------------------------------------
6. CC 2010-24 Economic Update
❑ Approved: Y N ❑ Subject to
❑ Removed
❑ Bring back to Committee/future meeting
❑ Informational Item
❑ Notes
-----------------------------------------------------------------------------------------------------------------------------------------
REPORTS :
-----------------------------------------------------------------------------------------------------------------------------------------
PUBLIC WORKS COMMITTEE REPORT:
-----------------------------------------------------------------------------------------------------------------------------------------
1 . PW 2010- 17 Ordinance Adopting a Stormwater Management Program Plan — First Reading
❑ Approved: Y N ❑ Subject to
❑ Removed
❑ Bring back to Committee/future meeting
❑ Informational Item
❑ Notes
ADMINISTRATION COMMITTEE REPORT:
-----------------------------------------------------------------------------------------------------------------------------------------
1 . ADM 2010-13 Cost Cutting Ideas — Contest
❑ Approved: Y N ❑ Subject to
❑ Removed
❑ Bring back to Committee/future meeting
❑ Informational Item
❑ Notes
ADDITIONAL BUSINESS:
-----------------------------------------------------------------------------------------------------------------------------------------
`�00 c/p. Reviewed By: Agenda Item Number
J2 t T Legal ❑ A
EST.. , leas Finance ❑
Engineer Tracking Number
City Administrator ❑
ti �O Consultant ❑ PW 2010-11
El
Agenda Item Summary Memo
Title: Kendall Marketplace—Earthwork LOC Expiration
Meeting and Date• February 23, 2010 City Council
Synopsis: We have been notified that the earthwork LOC for Kendall Marketplace will expire
on 511110. Recommend calling this LOC if not renewed prior to 4/20/10.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
C/p�
®*AA Memorandum
EST. =_ 1836 To: Bart Olson, City Administratle.e ��
�® C From: Joe Wywrrot, City Engineer
�� �m p CC: Lisa Pickering, Deputy City k
Date: January 27, 2010
Subject: Kendall Marketplace — Earthwork LOC Expiration
Attached find a notice from Bank of America that their Letter of Credit No. 3100716 for the
Kendall Marketplace development will expire on May 1 , 2010. This letter of credit, in the
amount of $250,000.00, guarantees satisfactory completion of earthwork and erosion/sediment
control for the Kendall Marketplace development.
Most of the mass grading is complete and a substantial portion of the site has been stabilized
with either paving or landscaping. The original letter of credit, however, was supposed to have
been in the amount of $3,268,504.25. We agreed to accept a letter of credit in the amount of
$250,000 when we issued the Site Development Permit, with the understanding that a letter of
credit for the balance would be established upon Harlem-Irving closing on the property. That
supplemental letter of credit was never received. Based on our policy the lowest this letter of
credit should be at this time is in excess of $650,000, therefore I recommend that the existing
letter of credit in the amount of $250,000 remain in effect.
I will notify the developer that this letter of credit needs to be renewed, and I anticipate that it
will. In the meantime, however, I recommend that City Council authorize the City Clerk to call
this letter of credit if it is not renewed prior to April 20, 2010.
Please place this item on the Public Works Committee agenda of February 16, 2010 for
consideration.
BankafAmerica
NOTICE OF NON-EXTENS1014
BANK OF AMERICA - CONFIDENTIAL PAGE : 1
LOS ANGELES STANDBY
TRADE OPERATIONS CA9 - 705 - 07 - 05
1000 W . TEMPLE STREET JANUARY 22 , 2010
LOS ANGELES CA 90012 - 1514
IRREVOCABLE STANDBY LETTER OF CREDIT NUMBER : 3100716
BENEFICIARY APPLICANT
CITY OF YORKVILLE CANNONBALL LLC -
800 GAME FARM ROAD 4101 N . HARLEM AVE
YORKVILLE , IL 60560 NORRIDGE , IL 60706
ATTN : CITY CLERK
RE : PROJECT KNOW AS KENDALL MARKETPLACE
PLEASE BE INFORMED THAT , IN ACCORDANCE WITH THE TERMS OF THE
ABOVE LETTER OF CREDIT NO . 3100716 WE HAVE ELECTED NOT TO EXTEND
THE CREDIT , AND CONSEQUENTLY , THE CREDIT WILL ULTIMATELY EXPIRE
ON MAY 1 , 2010 .
IF YOU REQUIRE ANY ASSISTANCE OR HAVE ANY QUESTIONS REGARDING
THIS NOTIFICATION , PLEASE CALL 1 - 800 - 541 - 6096 OPT 1 .
BANK OF AMERICA , N . A .
AU HORIZED S GN URE
10 ANN HASECANe1A,
ORIGINAL
05-17-1496B 07-2000
0 Co. Reviewed By: Agenda Item Number
-Z) �-n Legal ❑ C" a
1836
EST. ', `� Finance F]
Engineer Tracking Number
�
� L y City Administrator ❑
xW Consultant ❑ PW2010-12
El Agenda Item Summary Memo
Title: Saravanos Development—Letter of Credit No. 150017273-202
Meeting and Date• February 23, 2010 City Council
Synopsis: The sitework letter of credit is due to expire on June 14, 2010.
Recommend authorizing the City Clerk to call the LOC if it is not renewed.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Authorize the City Clerk to call the Letter of Credit if it is not
Renewed by May 28, 2010.
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
®c D C/p
l
Memorandum
EST. `=; teas To: Bart Olson, City Administr &or 4 From: Joe Wywrot, City Engineer CC : Lisa Pickering, Deputy City rk
tk ®�' Date: February 4, 2010
Subject: Saravanos Development — Sitework Letter of Credit Expiration
First Midwest Bank Letter of Credit #150017273-202
�F rme3"sAl.r .. .:1. .3_La sv'.:✓ .,.. .xaCmFx^.. cw...:.x ..YSf3a3:JY4.+iYLa.2X9'JY[EVGl �.v�'- ..':Pea_ arq LGh.�:., �. =i. Wf.
Attached find a notice from First Midwest Bank dated February 1 , 2010 that the sitework letter
of credit for the Saravanos development will expire on June 14, 2010. This letter of credit, in the
amount of $ 193 ,573 .88, guarantees satisfactory completion of all land improvements for this
development with the exception of earthwork and Route 47 improvements.
I will notify the developer that this letter of credit needs to be renewed, and I anticipate that it
will. In the meantime, however, I recommend that City Council authorize the City Clerk to call
the letter of credit if it is not renewed prior to May 28, 2010.
Please place this item on the Public Works Committee agenda of February 16, 2010 for
consideration.
First Midwest Bank
300 North Hunt Club Road
Gurnee, Illinois 60031
First Midwest
dwest
NO,
ORIGINAL
February 1 , 2010
Sent by Certified Mail, Return Receipt Number 7009 2250 0003 9078 7830
City of Yorkville
Attn: City Clerk
800 Game Farm Road
Yorkville, IL 60560
Re: First Midwest Bank
Letter of Credit No. 150017273-202
Saravanos Properties, LLC
Gentlemen:
In accordance with the terms and conditions of the above referenced Letter of Credit issued in
your favor in the current amount of $ 193 ,573 .88, we hereby inform you of the impending
expiration date of June 14, 2010.
Sincerely,
jlkwlux�
Michele Thurmond
Loan Operations Officer
cc: Saravanos Properties, LLC
Brian Minnis
Saved as: Saravanos Imp Exp Not202.doc
LE x
LENDDER ER
Member FDIC
elp Reviewed By: Agenda Item Number
J�
0.0 Legal ❑ C it 3
1836 El
EST. ,
Engineer N Tracking Number
y City Administrator ❑
�O Consultant ❑ pW 2010-14
<LE
F-1
Agenda Item Summary Memo
Title: Windett Ridge—Corn Ed Easements
Meeting and Date: February 23, 2010 City Council
Synopsis: These easements are required for utility, roadway, sidewalk, and trail crossings
of the Com Ed right-of-way through Windett Ridge.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
Cll��
Memorandum
� .1
ESL 1 ,`= rese To: Bart Olson, City Administra r
From: Joe Wywrot, City Engineer
9 tea. p CC: Lisa Pickering, Deputy City 1 rk
wayceorr `�
<kE
Date: February 4, 2010
Subject: Windett Ridge—Corn Ed Easements
Attached find a copy of the proposed plat of easement for several utility,roadway, sidewalk, and
trail crossings of the Commonwealth Edison right-of-way through the Windett Ridge
development. I have reviewed this easement document and recommend that it be approved.
Please place this item on the February 16,2010 Public Works Committee agenda for
consideration.
PLAT OF EASEMENT
ACROSS THE COMMONWEALTH EDISON RIGHT OF WAY AT WINDEFF RIDGE,
THAT PART OF SECTION 9, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THIRD
PRINCIPAL MERIDIAN IN THE CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS.
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LOCATION MAP
Reviewed By: Agenda Item Number
J� O� Legal ❑ L #
Finance ❑
EST. , 1836
Engineer ■ Tracking Number
City Administrator ❑
�3ue 20 Consultant ❑ PW 2010-15
LSE
Agenda Item Summary Memo
Title: Game Farm Rd. / Somonauk St. (Appraiser Services)—Supplemental MFT
Appropriation Resolution
Meeting and Date February 23, 2010 City Council
Synopsis: This MFT appropriation resolution in the amount of$42,500 is needed to front fund
the full cost of appraiser/negotiator services for this project.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
Memorandum
EST , yeas To: Bart Olson, City Administr or
e h From: Joe Wywrot, City Engineer
CC: Lisa Pickering, Deputy City erk
Sue Mika, Finance Director
<LE
Date: February 3 , 2010
Subject: Game Farm/Somonauk Street (Appraiser Services) -
Supplemental MFT Appropriation Resolution
Last summer we approved a contract with Jay M. Heap & Associates, Ltd. related to appraisal
and negotiator services for the Game Farm Road/Somonauk Street project. The full amount of
the contract was $85,000, with 50% of that amount to be funded with federal dollars. At that
same time we passed an MFT appropriation resolution in the amount of $42,500 which was the
city' s share of the cost of the work.
Work has proceeded and we have been invoiced and made payment for work performed to date.
Recently we received another invoice, and value of work performed to date exceeds the amount
appropriated to date. While the work will still funded 50% with federal dollars, what I didn't
realize at the time was that we need to front the full amount and request reimbursement.
Therefore, I have attached a supplemental MFT appropriation resolution in the amount of
$42,500 for this purpose.
I recommend that the supplemental MFT appropriation resolution in the amount of $42,500 be
approved. Please place this item on the February 16, 2010 Public Works Committee agenda for
consideration.
(t Illinois rt!pwt Resolution for Improvement by
� Municipality Under the Illinois
Of Transportation Highway Code
BE IT RESOLVED, by the City Council of the
Council or President and Board of Trustees
United City of Yorkville Illinois
City, Town or Village
that the following described street(s) be improved under the Illinois Highway Code:
Name of Thoroughfare Route From To
Game Farm Road US Route 34 Somonauk St.
Somonauk Street Game Farm Road Colton St.
BE IT FURTHER RESOLVED,
1 . That the proposed improvement shall consist of appraisal, review appraisal, and negotiator services for
right-of-way and easement acquisition.
and shall be constructed N/A wide
and be designated as Section 03-00031 -00-FP
2. That there is hereby appropriated the (additional ® Yes ❑ No) sum of forty-two thousand, five hundred and
00/100------------------------------------------ --------------------- Dollars ( $422500.00 ) for the
improvement of said section from the municipality's allotment of Motor Fuel Tax funds.
3. That work shall be done by contract ; and,
Specify Contract or Day Labor
BE IT FURTHER RESOLVED, that the Clerk is hereby directed to transmit two certified copies of this resolution to the
district office of the Department of Transportation.
Authorized MFT Expenditure 1, Jacquelyn Milschewski Clerk in and for the
United City of Yorkville
City, Town or Village
County of Kendall hereby certify the
Date
foregoing to be a true, perfect and complete copy of a resolution adopted
by the City Council
Council or President and Board of Trustees
Department of Transportation at a meeting on February 23, 2010
Date
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this
day of
Regional Engineer
(SEAL)
City, Town, or Village Clerk
Page 1 of 1 BLR 09111 (Rev. 7105)
Printed on 2/3/2010 10:50:33 AM
`QED C/Ty Reviewed By: Agenda Item Number
J= T Legal ❑ C� S
teas
EST Finance El
Engineer ❑ Tracking Number
Gl y City Administrator 0
Consultant ❑ pW 2010-16
<CE
Agenda Item Summary Memo
Title: MET general maintenance appropriation FY 2010-2011
Meeting and Date: February 23, 2010 City Council
Synopsis: Yearly appropriation for general maintenance supplies for FY 10/11
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Eric Dhusc Public Works
Name Department
Agenda Item Notes:
J2`,�fpD CITJ, �
Memorandum
To: Bart Olson, Administrator
EST. `� 1836 From: Eric Dhuse, Director of Public Works
64 — fA CC:
09 �. p� Date: February 1 , 2010
Subject: Yearly MFT appropriation
LE
Bart,
Attached is the yearly General Maintenance appropriation through MET. I would ask that this be
placed on the February 19, 2010 public works agenda for discussion. If you have any questions
or concerns, please let me know.
Illinois D ttnlent Resolution for Maintenance of
Streets and Highways by Municipality
Of Transportation Under the Illinois Highway Code
BE IT RESOLVED, by the Mayor and City Council of the
(Council or President and Board of Trustees)
United City of Yorkville Illinois, that there is hereby
(City, Town or Village) (Name)
appropriated the sum of of Motor Fuel Tax funds for the purpose of maintaining
streets and highways under the applicable provisions of the Illinois Highway Code from May 1 , 2010
(Date)
to April 30, 2011
(Date)
BE IT FURTHER RESOLVED, that only those streets, highways, and operations as listed and described on the
approved Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connection
with this resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above.
BE IT FURTHER RESOLVED, that the Clerk shall, as soon a practicable after the close of the period as given above,
submit to the Department of Transportation, on forms furnished by said Department , a certified statement showing
expenditures from and balances remaining in the account(s) for this period; and
BE IT FURTHER RESOLVED, that the Clerk shall immediately transmit two certified copies of this
resolution to the district office of the Department of Transportation, at Ottawa Illinois.
I , Jackie Milschewski Clerk in and for the United City
(City, Town or Village)
of Yorkville County of Kendall
hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by
the Mayor and City Council at a meeting on March 23, 2010
(Council or President and Board of Trustees) Date
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of
(SEAL) Clerk
(City, Town or Village)
Approved
Date
Department of Transportation
Regional Engineer
Printed 1/20/2010 BLR 14230 (Rev. 11106)
Illinois Department
of Transportation Special Provisions
The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction", Adopted
January 1 , 2007 , the latest edition of the "Manual on Uniform Traffic Control Devices for Streets
and Highways", and the "Manual of Test Procedures of Materials' in effect on the date of invitation of bids, and the
Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to
and govern the construction of 10-00000-00-GM , and in case of conflict with any part, or
parts, of said Specifications, the said Special Provisions shall take precedence and shall govern.
Bituminous patching - The United City of Yorkville will use a N-30 or N-50 surface course mix on all patches throught the city.
All patches will be performed in accordance with Section 406 of the Standard Specifications for Road and Bridge Construction
adopted January 1 , 2007
Page 1 of 1 BLR 11310 (Rev. 7/05)
Printed on 1/20/2010 2:31 :34 PM
LR 1013
Page 1 of I.
State of Illinois
DEPARTMENT OF TRANSPORTATION
Bureau of Local Roads and Streets
SPECIAL PROVISION
FOR
ROCK SALT
Effective August 1 , 1969
Revised January 1 , 2002
All references to Sections or Articles in this specification shall be construed to mean a specific
Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by
the Department of Transportation.
Description. This item shall consist of furnishing rock salt (sodium chloride) in bins or stockpiles
at location designated in the Proposal.
Materials. Material shall meet the requirements of Article 1013.02 except that the gradation
shall be as follows:
Passing 12.5 mm (1/2 inch) sieve 100 %
Passing 9.5 mm (318 inch) sieve 95 - 100 %
Passing 4.75 mm (No. 4) sieve 20 - 90 %
Passing 2.36 mm (No. 8) sieve 10 - 60 %
Passing 600 }im (No. 30) sieve . 0 - 10 %
The. Department reserves the right to reject any shipments of rock salt which are delivered in a
frozen or caked condition or which contain free water.
The Department reserves the right to accept delivery of Rock Salt which, according to analysis
by the Department, has a sodium chloride (NaCI) .content of less than 96.0 %, but is not less
than 90:0 %. Material with less than 90.0 % sodium chloride will be .rejected. When such
exceptions are allowed, payment will be adjusted.
Method of Measurement. .Rock salt will be measured by the metric ton (ton).
Basis of Payment. This work will be paid for at the contract unit price per metric ton (ton) for
furnishing and transporting ROCK SALT based on the sodium chloride content. Payment will be
in accordance with the following schedule:
NaCI Content 96.0% to 1. 00.0% Net Bid price per ton.
NaCI Content 95.0% to 95.9% Bid price less $0,50 per metric ton (ton).
NaCI Content 94,0% to 94.9% Bid price less $2.00 per metric ton (ton).
NaCI Content 90.0% to 93.9% Bid price less $4.00 per metric ton (ton).
LR 442
Page 1 of 2
STATE OF ILLINOIS
DEPARTEMENT OF TRANSPORTION
DIVISION OF HIGHWAYS
LOCAL ROADS AND STREETS
BITUMINOUS PATCHING MIXTURES
FOR MAINTENANCE USE
Effective: January 1 , 2004
Revised: June 1 , 2007
This special provision covers course graded and fine graded bituminous mixtures for use in
maintaining small areas on flexible and rigid type pavement.
Materials. The materials, control, quality, sampling, testing, inspection and storage of material
shall conform to the specific requirements of the Standard Specifications for Road and Bridge
Construction adopted by the Department of Transportation.
Bituminous Patching Mixtures. The material supplier or contractor may furnish any of the
following Bituminous Patching Mixtures listed in the individual Group for which the award was
made.
Group I — Bituminous Patching Mixtures
Serial No. M-17-07: Bituminous Mixture for Maintenance Use, Emulsified Asphalt Type
Serial No. M-19-07: Bituminous Mixture for Maintenance Use, Liquid Asphalt Type
Serial No. M-20-07: Bituminous-Sand Mixture for Maintenance Use
Serial No. M-48-02: Bituminous Premix for Maintenance Use, Inverted Emulsified Asphalt
CBAE-2
Serial No. M-126-07: Bituminous Mixes for Maintenance Use, Reinforced Fiber Mixture
Bituminous Patching Mixture (HMA): This mixture shall conform to the material
requirements of Section 1030. The mixture shall be a High ESAL IL-12.5 N50, High ESAL
IL-9.5 N50, or Low ESAL IL-9.5 N30 mix. The bituminous material shall be limited to asphalt
PG 58-28 or PG 52-28.
Group II — Bituminous Patching Mixture (Proprietary)
NV. Serial No. M-120-07: Bituminous Premix for Maintenance Use - Optimix, Sylcrete, UPM,
"� \4 QPR-2000, EZ Street, SMP - Proprietary Sources
Serial No. M-133-96: Bituminous Premix for Maintenance Use, Instant Road Repair -
Proprietary
Placing of Bituminous Patching Mixture. All holes and depressions in the existing surface
which exceed %" in depth shall be repaired by removal of all loose and defective material and
replaced with the specified Bituminous Patching Mixture. The material shall be compacted to
produce a tight surface conforming to the adjacent area.
Method of Measurement. Bituminous patching mixture will be measured for payment in metric
tons (tons).
J Illinois Department Municipal Estimate of
of Transportation Maintenance Costs
Section Number 10 - 00000 - 00 - GM
Period from 05/0112010 to 04/3012011 Municipality United City of Yorkville
Estimated Cost of Maintenance Operations
Maintenance For Grouo I II or III Material Emil ment or Labor
Operation Group Unit Operation
(No. - Description) (l,ll,lll,ly) Item Unit Quantity Price Cost Cost
Bituminous Patching II Bituminous Cold Patch Ton 100 106.00 $103600.00 10 600.00
Surface Hot Mix Ton 200 65.00 $13,000.00 13,000.00
Signs, Posts & Hardware II Various Signs EA 150 45.00 $6,750.00 61750.00
Sign Posts EA 150 36.00 $5,400.00 5,400.00
Brackets and Hardware EA 150 35.00 $5,250.00 5,250.00
Snow Removal If Bulk Rock Salt TON 2400 85.00 $2045000.00 204,000. 00
Bulk rock salt purchased
through state CMS
Total Day Labor Costs 1 $245,000.00
Total Estimated Maintenance Operation Cost $245,000.00
Preliminary Engineering
Engineering Inspection
Material Testing
Total Estimated Engineering Cost
Total Estimated Maintenance Cost $245,000.00
Submitted: Approved:
Date Date
By:
Municipal Official Title Regional Engineer
Submit Four (4) Copies to Regional Engineer
Page 1 of 1 BLR 14231 (Rev. 2/23/06)
Printed on 1/20/2010 2:26:11 PM
LR 442
Page 2 of 2
Basis of Payment. This work will be paid for at the contract unit price per metric ton (ton) for
BITUMINOUS PATCHING MIXTURE (GROUP 1); BITUMINOUS PATCHING MIXTURE
(GROUP 11);
When bids are taken F.O. B. trucks at the mixing plant a hauling differential of $ per ton-
mile haul from mixing plant to location designated in the proposal will be used to determine the
low bid. Round trip distance shall be used to calculate the hauling differential to be used to
compare bids. Bidders are required to fill in the location of the plant from where they propose to
supply the patching mixture, on the material proposal form.
State of Illinois
Department of Transportation
Division of Highways
Springfield
SPECIFICATIONS
FOR
BITUMINOUS PREMIX FOR MAINTENANCE USE
OPTIMIX, SYLCRETE, UPM, QPR-2000, EZ STREET, SMP - PROPRIETARY
Serial Number: M 120-07
1 , DESCRIPTION. The patching material shall be composed of a mineral aggregate, plant-mixed
with a liquid asphalt and chemical additives from the suppliers of the proprietary mlxlures. The
bituminous material shall be capable of coating wet aggregates without stripping, and shall be
available in various grades so that one such grade will enable a stockpile to remain pliable and
workable at a .temperature .of -26 °C (-15. °F). The patching material shall be capable of maintaining
adhesive qualities in patched areas which are damp or wet at time of application, and also after
remaining in an uncovered stockpile for up to twelve (12) months.
2. MATERIALS, Control of the materials shall be in accordance with the general requirements of
Section 106 of the current. Standard Specifications for Road and Bridge Construction. A five
kilogram (ten-pound) sample of the mineral aggregate and one-liter (one-quart) sample of the liquid
asphalt shall be submitted to the Bureau of Materials and Physical Research, 126 East Ash Street,
Springfield, Illinois, for performing the tests specified herein.
(a) Aggregate
Ali Coarse Aggregate used in the proprietary mixtures shall consist of crushed stone of
Class B quality or better as defined in Article 1004.01 (a) & (b) of the above cited Standard
Specifications,
(b) Bituminous Materials
The bituminous material shall be a formulation of the liquid asphalt blend prepared under
the supervision of the proprietary mix supplier. It shall meet the requirements of.ASTM D
2026 or ASTM 2021, whichever applies, modified as follows:
Serial Number M 120-07
OPTIMIX OPR-2000 ' SYLCRETE SYLCRETE UpM EZ'
ASTM D 92 VA . STREET SMP
Flash point (COC) 94 (200) 94 (200) 94 (200)
°C (°F) - minimum 94 (200) 94 (200) 94 (200) 94 (200)
ASTM D 2170
Kinematic Viscosity
60 °C (140 °F) 350-3000 300.4000 300 4000
mm2/8 (c5t) 300.4000 400-2500 280-400 300-4000
ASTM D 95 Water (CPS)
% - maximum 0,2 0.2 02 02
0.2 - 0.2
ASTM D 402 Distillate
% by Volume of
Original Sample
Temperature
Distillate to 225 °C (437 °F) 0 0
Distillate to 260 °C (500 °F) 0-5 0.5 0 0 0 0
Distillate to 315 °C (600 °F) 0-21 . 0-5 0-5 0-5 0
0-25 0.25 0-25 0-18 - 5 0-5
Residue from distillation 8-50 0-25
to 360 °C (680 °F)
% Volume by Difference 70-94 72-95
Residue Tests: - 73-95 70_g5 72-95
ASTM D 2171 Absolute
Viscosity 60. °C(140 °F) . 11 .5-44.0 12.5.42.5 12:5.42.5 12.5-42.5 12.5-42,5 12.0.42.5 12.5-42.5
Pascal Seconds (Poises) (116.440) (125-425) (125-425
(125.425). (125 425) (120-425) (125-425)
ASTM D 5 Penetration
25 °C (77 °F) - 200
loo 9, 5s - minimum - - 200
ASTM D 5 Penetration,
modified with
cone, 25 °C (77 ^F) '200 - 180
150 g, 5s - minimum 180 180 180 _
ASTM D 113 Ductility
21 °C (70 °F)
_ . 1cm/min. - - 100 -
cm - minimum 100 - 100 _
ASTM D 113 Ductility
4 °C (39 °F)
1cm/min, 85 100
cm - minimum - - 100 100 100
ASTM D 2042
Solubility In
Trichlaroethylene 99.0 99.D
% -minimum 99.0 99.0 9960
99.0 99.0
(c) Stripping Tests
The combined UPM and liquid asphalt shall meet the following stripping tests:
(1 ) Stripping Tests: Dry Aggregate. Two-hundred grams of the air-dried aggregate
passing the 12.5 mm (Y2-inch) sieve and retained on the 4.75 mm (No. 4) sieve shall be
combined with 6.3 percent, by weight; UPM liquid asphalt and mixed in a hemispherical
2
Serial Number M 120-07
metal dish with a stiff spatula for three to five minutes or until a uniform coating is
obtained. Twenty-five grams of this material shall be immediately place in an oven at
60 °C t 3 °C (140 OF t 5 °F), for eighteen to twenty-four hours, after which it shall be
thoroughly mixed and allowed to cool to room temperature. The sample shall then be
immersed in water at a temperature of 49 °C t 3 °C (120 OF t 5 °F), and maintained at
this temperature for twenty-four hours. At the end of this period, the area of the
aggregate remaining coated shall be determined visually while the sample is still
immersed in water. Surface coating of at least 90 percent must be retained on the
aggregate. A test similar to the above using MC-250 shall be made for comparison.
(2) Stripping Test: Wet Aggregate. Two-hundred grams of the aggregate passing the 12.5
mm (Y2-inch) sieve and retained on the 4.75 mm (No. 4) sieve shall be immersed in
water for twenty-four hours and the excess water drained off, leaving the aggregate
surface wet. This aggregate shall be combined with 6.3 percent, by weight, UPM liquid
asphalt and mixed in a hemispherical -metal dish with a stiff liquid spatula for three to
five minutes or until a uniform coating is obtained. Twenty-five grams of this material
shall be immediately place in an oven at 60 °C t 3 °C
(140 OF t 5 °F), for eighteen to twenty-four hours, after which it shall be thoroughly
mixed and allowed to cool to room temperature. The sample shall then be immersed in
water at a temperature of 49 °C ± 3 °C (120 °F t 5 °F), and maintained at this
temperature for twenty-four hours. At the end of this period, the area of the aggregate
remaining coated shall be determined visually while the sample is still immersed in
water. Surface coating of at least 90 percent must be retained on the aggregate, A test
similar to the above using MC-250 shall be made for comparison. In estimating the
percentage of:area remaining coated, any thin or translucent area shall not be
considered as being coated
Proprietary mixes, Sylcrete EV, Sylcrete VA, Optimix, QPR-2000, EZ Street, and SMP shall
meet the following stripping tests,
(1) Place 50 grams of cold mix into a beaker containing 400 ml of boiling distilled water.
Bring back to boiling and boil for 3 minutes with constant stirring at 1 revolution per
second. At the end of 3 minutes,, remove the beaker from the heat source and
immediately decant the water. . Empty the wet mix onto a paper towel and examine.
The retained coating shall not be less than 95 percent.
(2) AASHTO T 182 Coating and Stripping of Bitumen-Aggregate Mixtures.
3. INSPECTION. The Engineer or his authorized representative shall have access at any time to
all parts of the plant in order to verify weights or proportions and quality of materials used in the
preparation of the mixture. The manufacturer shall afford such facilities as may be required for
making inspection at the plant and for collecting and forwarding samples of the ingredient materials
and bituminous mixture to the Department.
4. PLANT AND EQUIPMENT. Storage facilities and all equipment used in the preparation of the
mixture shall be approved by the Department. An approved drier shall be available for surface
aggregate h materials individual
a cu ately, eittherr by vo ume orr weig tby approved methods and batches equipm ntfl A be measured
batch type mixer
of approved design and capacity shall be used in mixing the ingredient materials. However,
approval for the use of a continuous mixer will be given if it can be shown that satisfactory results
will be obtained.
5. PREPARATION OF MIXTURE. The aggregate and Optimix, or QPR-2000, or Sylcrete, or
UPM, or EZ Street, or SMP liquid asphalt shall be proportioned into the mixer and mixed for at
least 30 seconds or until a uniformly coated mixture is obtained. The liquid asphalt shall be heated
3
Serial Number M 120-07
to a temperature of 93 °C t 28 °C (200° F ± 50° F), at the time of mixing, and in accordance with
the instructions of proprietary mix supplier. When necessary to heat the aggregates, the
aggregates should not be heated to more than 68 °C (155 °F).
6. COMPOSITION OF MIXTURE. The ingredients shall be combined to produce a mixture
meeting the approval of the Department and conforming to the following composition limits, by
weight, as determined by tests of the prepared mixture:
Gradation of Extracted A re ate % Passin
SIEVE SIZE'. • .:. OPTIMIX . '�r.:».�� _._r. .:y, ..,-.. . .,t. . ._: • .. .. . .. .... � '.... .:;, •,._ . . .
EU.ANDVA QPR ;• ,llPM .' : ET
c>• 2000 _ ,�_ SMP
EZSTRE
M
Ix# : X#2 : MIX #1;' MIX #2. MIX
#j MIX #2
12:5 mm (1/2") 100 100 100
100 100 ion 100^ 100 100
9.5mm (318') 90-100 100- 90-100 90-100 90-100 100 90-100 95-100 100 90-100
4.75 mm (No. 4) 20,55 85-100 20-65 20-55 15.55 70.100 20-55 s0-1 D0 85-100 20-55 '
2.36 mm ( No. 8) 5-30 1040 5-30 5-30
5-30 0-1D 10.40 5.30
1 .18 mm (No. 16) 0-10 0-10 0 10 0-
10 D-10 D-1D 0-10 0-10 . 0-10 0.10
600 pm (No. 30) 0-7 . 0-7
D-10
300 pm (No. 50). 0-5 0-6 0.5 0-5
0-5 0_10 0-5 0-6
75 pm (No, 200) - D-2 0-2.5 0.2.5 - 0-2 - 0.4
0-4 0-3 1.5.3.5 0-4 0-0
Residual Bitumen 3-6.5 3-6.5 3-6.5 3-7:0 3.5-6.5 3.5 76.5 3-7 3.7 .
3.5-7.0 3.5-7.0
'Based on percent of total aggregate weight.
218ased on percent of total mixture weight.
7. LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC. The laws to be observed; permits
and licenses; patented devices; materials, and processes; and responsibility for damage claims,
shall be in accordance with the requirements of Section 107 of the above cited Standard
Specifications,
Effective February 1 , 2007
This specification supersedes Serial Number M 120-07, effective January 15, 2007.
RWH/M120-07
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TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE DIRECTION INDICATOR VERTICAL BARRICADE
BARRICADE
* Warning lights fit reaaired) GENERAL NOTES
Ail heights shown shall be measured above
the pavement surface.
All dimensions are In Inches (mllllmeters)
unless otherwise shown.
DATE REVISIONS
�pw't...tw, T�=WwT,t, 1-1-05 Switched units to TRAFFIC CONTROL
wrxurc 2 o _ En lish (metric). Omitted DEVICES
av . lent on vertical panel'
wwWER
vn� 1-t-aa Renumbered Standard (Sheet I of 3)
t°° 702001-06. Rev. note for STANDARD 701901-01
o m µM—�4auecv.l� n _ temp. signs on Sheet 2.
Type 8 monodlrectlonal 18x1R 1450x4501
flashing light Er Orange flags
(LB m - 3.6 m) ROAD
CONSTRUCTION END
C 1 NEXT X MILES CONSTRUCTION
L _
wo+cl or
e wood post 1 29 (0' G20-1(0)-6036 G20-20(0)-6024
5'(1.5 m) min. rural Edge of ( 00 - 3 ml S o
4' <1.2 ml rural 7' Q.1 ml min. urban pavement E o SIGN This s (32 signing 15 required far all projects
0 6' 11.8 ml urban r face = (IL SPECIFIED) 2 miles 13200 ml or more in length.
of curb c E ROAD CONSTRUCTION NEXT X MILES sign shall
E v be placed 500' 1150 ml In advance of pro-
jeot limits.
m
Elevation of edge Elevation of edge ENO CONSTRUCTION sign shall be erected of
of pavement of pavement the end of the job unless another job is
within 2 miles 13200 ml .
5' 0.5ym) min.
embedment SIGNS ON TEMPORARY SUPPORTS Dual sign displays shall be utilized on mwe-
lane highways.
AAA When work operations exceed
POST MOUNTED SIGNS four days. this dimension shall HIGH LEVEL WARNING DEVICE WORK LIMIT SIGNING
be 5' N.5 M min. I£ locared
♦ A When curb or paved shoulder are present behind other devices, the height
this dimension shell be 24 (600) to the shall be sufficient to be seen by
face of curb or 6' 11.8 ml to the outside motorists.
edge of the paved shoulder.
24
(600)
15 7
(125) tti9
8 (2001 Federal series C 7 (180) Federal series B
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(513) (400)
1151
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AN dimensions are In Inches (millimeters)
unless otherwise shown.
FRONT SIDE REVERSE SIDE
TRAFFIC CONTROL
1.0. 300 _ FLAGGER TRAFFIC CONTROL SIGN DEVICES
uc,a�a�., ,io (Sheet 2 of 3)
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1 (60 ml 160 ml 160 ml
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1 x Face may be t1.5 ml
TYPE A TYPE B TYPE C 1451 'stepped or smooth T T_ _T
ROOF ROOF OR TRAILER TRAILER Traffic 0 0 0 0
MOUNTED MOUNTED MOUNTED } 0 0 0
Epoxy channels
ARROW BOARDS ! 3��: t
(90)
SECTION A-A TYPICAL INSTALLATION
TEMPORARY RUMBLE STRIPS
U Iz min.
Type A �I ( � � 21 �
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501 flgsner 11501 R11-2 11501 ROAD LOSED _
Edge of
shoulder
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Type A RII-4
ROAD CLOSED TO ALL TRAFFIC h
flaser
Reflectorized striping may be omitted gOaD CLOSED ROAD CLOSED
on the back side of the tornadoes. To TO
If a Type III barricade With an attached THRU TRAFFIC THIRD TRAFFIC
sign panel which meets NCHRP 350 is not
available, the sign may be mounted n on .:.:.; All dimensions are In Inches tmitllmeters)
NCHRP 350 temporary sign support directly ``"i' "" " ' '
in front of the barricade. 'F Pavement otherwise shown.
ROAD CLOSED TO THRU TRAFFIC
® °°ncbDwWtmeaf °fttcnWVtan both striping call s. If an
TRAFFIC CONTROL
TYPICAL APPLICATIONS OF both ides ri the with and at If a
- sign pii barricade with an attached DEVICES
TYPE III BARRICADES CLOSING A ROAD sign panel winch meets NCHRP 350is
wTesoT�n�Fn..:o�xs not avoilaDle. Me signs may be mounted -(Sheet 3 of ID
_"° _ on NCHRP 350 temporary sign supports
"`° directly in front of the barricade. STANDARD 701901-01
MAD
WZI-4101-4B
Ws s
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�P
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— — — — — — _ _ _ — _ — _ _ _ Type I or Type 11 Barricades --One Way / one lone aperatlOn+ (100')
—. aa . o ou
C� I�-I
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(100'1 CLOSED
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W20-4101-48
Or For
maintenance W20-1101-98
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and utflity
projects wm
mpn W20-1(01-48 .. Or Halo
For W20-1(01-48 sem
contract - WZI-9101-48
instruction
projects - -
SIGN SPACING -
Posted s eed Sign Spac)na - - SYMBOLS
55 169, m 1500')
50-46 115 m 13509 ® Work area Q Refer to SIGN SPACING TABLE
ws fiG m Izg09 for dlstonaes. GENERAL NOTES
O Cone, drum or barricade
(not required for moving For approved slderoad closures. This Standard IS used where at g oParvtlOn3) - time, day or night, any Vehlale, equip-
Cones at 8 m (25'1 centers for 75 m mment, workers or their activities
Sign on portable or permanent support (250% Additional cones may be placetl r
c oath on the pavement requiring
at 15 m 150'1 centers. When drums or thedosure of one traffic lone In an
Type 1 or Type II barricades are urbon area.
Flogger with traffic control Sign ed. the interval between devices
may be doubled. _ All dimensions are In millimeters Onchesl
RR
y - Barricade or drum with flashing Eight ® unless Otherwise shown.Cones, drums or barricades at '
6 m IZG') centers. DATE REVISIONS
® miwl. e.o=mm.n It .rari»w Type III barricade with flashing lights {-t-OB Adaed Hare p URBAN LANE CLOSURE,
ate' 4
as x 2L, 2W, UNDIVIDED
wmorm °n"— L 7 1-1-05 Deleted FLAGGER SYMBOL me sign and repositioned STANDARD 701501-04
m M0 flan ens.
DRAFT
MINUTES OF THE REGULAR MEETING OF THE CITY COUNCIL
OF THE UNITED CITY OF YORKVILLE KENDALL COUNTY ILLINOIS
HELD IN THE CITY COUNCIL CHAMBERS
800 GAME FARM ROAD ON
TUESDAY, JANUARY 26, 2010
Mayor Burd called the meeting to order at 7:02 p,m, and led the Council in the Pledge of Allegiance.
ROLL CALL
Clerk Milschewski called the roll.
Ward I Gilson Present
Werderich Present
Ward 1 I Golinski Present
Plocher Resent
Ward 111 Munns Present
Sutcliff Present
Ward 1V Teeling Present
Spears Present
Also present: City Clerk Milschewski, City Treasurer Powell, Attorney Orr, City Administrator/Interim
Director of Park and Recreation Olson, Police Chief Martin, Police Lieutenants Hart and Schwartzkopf,
Police Sergeant Delaney, Public Works Director Dhuse, Finance Director Mika. City Engineer Wywrot,
Public Relations Officer Spies, Deputy Clerk Pickering and various other city employees.
QUORUM
A quorum was established.
INTRODUCTION OF GUESTS
Mayor Burd asked the staff and guests to introduce themselves. She welcomed the guests and asked them
to enter their names on the attendance sheet provided.
AMENDMENTS TO THE AGENDA
Mayor Burd stated that there were several amendments to the agenda. First, she asked that Senator
Lauzen be able to make a presentation to the City Council.
PRESENTATIONS
Senator Lauzen
- Senator Lauzen thanked the City Council for inviting him to the meeting and for their public service.
Using graphs, be explained the patterns of the state revenue and funding. The graphs showed the increase
in revenues between 2003 and 2008. These funds were used for education, social services, roads, etc.
The recession took down the general fund and decreased revenues about 10-15% however federal
stimulus funds have come in over the last 20 months and there is more revenue available than before. The
question is where are the funds? He explained that the expansion of Medicaid eligibility has been a "dark
hole" because it absorbs much of the revenues. He believed that the public pension system fm state
employees. members of the General Assembly, the teacher's retirements, etc, are bankrupt due to
unfunded liabilities being more that the assets and the inability to pay back the unfunded liabilities. If the
unfunded liabilities were to be paid back like a thirty year mortgage, it would take $200 million each
month. He felt that the reason there is problem in the first place is that funds should have been put aside
15-20 years ago. Work is needed to restructure pensions and this is something he is working on. He
explained that it will cost $900 million to pay the future benefits of the top 100 school administrators in
Illinois. On the other hand, he was happy to report that the area has benefited in the past year and a half
in road programs. He explained that $20 million has been secured for Route 47 in the capital program.
lie stated that he liked the fact that after all the work throughout the years the road program has been
achieved. He showed a list of the fifty-nine senate districts in Illinois and indicated that the 25°i Senate
District has produced an outcome that has the district receiving the fourth most funding.
He indicated that after his presentation he was on his way to a debate for his senate campaign. He stated
that he respected that Mayor Burd was supporting and raising funds for his opponent. He commented that
he once was told that no good deed will be left unpunished. He thanked the City Council for giving him
the opportunity to address them. Mayor Burd thanked him for coming.
The Minutes of the Regular Meeting of the City Council — January 26 2010 — page 2
AMENDMENTS TO THE AGENDA continued
Mayor Bird asked for further amendments to the agenda. She requested that the Executive Session be
moved up on the agenda to after the presentation to Chief Martin. She also asked that hem 3 - Approving
Termination Agreement by and between the Police Chief, Harold 0. Martin 111 and the United City of
Yorkville (CC 2010-05), Item 4 - Approval of Chief of Police Employment Contract (CC 2010-06), Item
5 - Appointment and Swearing-in of Chief of Police (CC 2010-07) and Item 6 - Promotion and Swearing-
In of Lieutenant (CC 2010-08) of the Mayor's Report be moved up to alter the Executive Session.
Alderman Gilson requested that Items #6 - Phone Service Recommendation (ADM 2010-03) and hem #7
Bristol Station Park Change Order 43 (CC 2010-03) be removed from the consent agenda and placed on
the regular agenda for further discussion.
Mayor Burd requested that the Administration Committee Report be moved up to befm'e the Mayor' s
Report and that there be a short adjournment after the swearing-in for refreshments.
Amendments approved unanimously by a viva voce vote.
COMMITTEE MEETING DATES
Public Works Committee Meeting: 6:00 p.m., February 16, 2010
City Hall Conference Room
Economic Development Committee: 6:30 p.m., February 2, 2010
City Hall Conference Room
Administration Committee Meeting: 6:00 p.m., February 18, 2010
City Hall Conference Room
Public Safety Committee Meeting: 6:00 p.m., January 28, 2010
City Hall Conference Room
PRESENTATIONS
Certificate of Appreciation - Chief Harold Martin
Mayor Burd invited Aldermen Spears and Werderich tojoin her in the presentation. She explained that
tonight was bittersweet because Chief Martin who has been with the city for thirty-one years, nine of
which as chief of police, is retiring. Mayor Burd read off a list of his accomplishments such as the
medication disposal program, adding school resource officers, etc. She presented Chief Martin with a
Certificate of Appreciation for his years of service, leadership and commitment from April 1979 to
January 2010.
Alderman Spears thanked Chief Martin for all he has done for the city and for the wonderful Police
Department he has guided. She thanked him for putting up with the City Council over the years and she
presented him with a clock as a token of appreciation.
Aldenman Werderich thanked Chief Martin for his years of service and stated that his team is a reflection
of his leadership. He commented that the United City of Yorkville has the best Police Department in the
State of Illinois.
Chief Martin thanked the City Council. He stated that he has enjoyed working with everyone over the
years and that he has loved coming to work every day. He commented that he has the best team to work
with and that the officers make him look good. He thanked Sheriff Randall for hiring him and retired
Yorkville Police Chief Tony Graff for being his chief and for all the things he taught him. He thanked
everyone for the great working relationship with Kendall County and surrounding communities and he
thanked the Citizens Police Academy Alumni for all their work. He stated that the Police Department
will be well taken care of under Lieutenant Hart who is very capable of doing the job. He asked the City
Council to call him anytime if he can be of help.
EXECUTIVE SESSION
Mayor Burd entertained a motion to go into Executive Session for the purpose of the appointment,
employment, compensation, discipline, performance or dismissal of specific employees of the public
body or legal counsel for the public body, including hearing testimony on a complaint lodged against an
employee of the public body or against legal counsel for the public body to determine its validity. So
moved by Alderman Spears; seconded by Alderman Golinski.
The Minutes of the Regular Meeting of the Cite Council — January 26 2010 — na c 3
Motion approved by a roll call vote. Ayes-8 Nays-0
Spears-aye, Plocher-aye, Werderich-aye, Golinski-aye,
Teeling-aye. Gilson-aye, Sutcliff-aye, Mumu-aye
The City Council entered into Executive Session at 7:30 p.m.
The City Council returned to regular session at 7:35 p.111.
MAJ'OR'S REPDXF
Ordinance 2010-07 Approving Termination Agreement by and between the
Police Chief, Harold O. Martin III and the United City of Yorkville
(CC 2010-05)
Mayor Bard entertained a motion to approve an ordinance approving the Tentumation Agreement by and
between the Police Chief, Harold O. Martin 111 and the United City of Yorkville and authorize the Mayor
and City Clerk to execute. So moved by Alderman Golinski; seconded by Alderman Werderich.
Motion approved by a roll call vote. Ayes-8 Nays-0
Golinski-aye, Teeling-aye, Gilson-aye, Sutcliff-aye,
Munns-aye, Spears-aye, Plocher-aye, Werderich-aye
Approval of Chief of Police Employment Contract
(CC 2010-06)
Mayor Burd entertained a motion to approve a Chief of Police contract and authorize the Mayor and City
Clerk to execute. So moved by Alderman Golinski; seconded by Alderman Plocher.
Alderman feeling noted that lieutenant Hart's name needed to be added to the last page ofthe
agreement.
Motion approved by a roll call vole. Ayes-8 Nays-0
Spears-aye, Plocher-aye, Werderich-aye, Golinski-aye,
Teeling-aye, Gilson-aye, Sutcliff-aye, Munns-aye
Appointment and Swearing-In of Chief of Police
(CC 2010-07)
Mayor Bard entertained a motion to approve the appointment of Richard Hart as the Chief of Police,
effective February 1 , 2010. So moved by Alderman Golinski; seconded by Aldemran Spears.
Motion approved by a roll call vote. Ayes-8 Nays-0
Plocher-aye, Werderich-aye, Golinski-aye, Teeling-aye,
Gilson-aye, Sutcliff-aye, Munns-aye, Spears--aye
Mayor Burd explained that Lieutenant Han has been on the United City of Yorkville police force for
eighteen years. She read off some of his accomplishments and stated that she felt he would carry out
Chief Martin's programs as well as put his con stamp on theJob. She felt he would retain the same high
degree of integrity and service that was established by Chief Martin.
Mayor Bard swore in Lieutenant Hart as chief of police.
Chief Hart stated that Chief Martin was a tough act to follow. He thanked the mayor, City Council.
community, fellow police department members, friends and family who came to see him sworn in. He
also thanked Chief Martin for being a mentor to him.
Promotion and Swearing-In of Lieutenant
(CC 2010-08)
Chief Hart explained that Sergeant Delaney has been with the Police Department since 1999 and became
a sergeant in 2005. He explained that Sergeant Delaney staved the depart ment's traffic reconsh action
program and is the department's traffic reconstructionist. He has also applied for many grants for the
department. Mayor Bard, along with Police Commissioner Bob Johnson and Chief Hart, swore in
Sergeant Delaney as Lieutenant.
Lieutenant Delaney thanked the City Council for the opportunity and he thanked Chief Martin for being a
great leader and example. He also thanked his family and fellow members of the Police Department.
The Minutes of the Regular Meeting of the City Council — January 26 2010 — m e 4
RECESS
Mayor Burd entertained a motion to adjourn for a ten minute recess for refreshments. So moved by
Alderman Gilson; seconded by Alderman Plocher.
Motion approved unanimously by a viva roce vote.
The City Council adjourned for recess at 7:45 p.m. and returned to the meeting at 8:00 p.m.
PUBLIC HEARINGS
None
CITIZEN COMMENTS
None.
CONSENT AGENDA
1 . Water Department Report for November 2009 (PW 2010-01 )
2. Water Department Report for December 2009 (PW 2010-02)
3. Stagecoach Crossing — Earthwork Letter of Credit Expiration - authorize Cite Clerk to call First
Midn'esi Bank Letter oLGedit No. 150017273-201 if it is not renewed byApi d 16, 2010 (PW
2010-03)
4, IDOT Letter of Understanding — Route 34 Trail - authorize Major to execute (PW 2010-06)
5. Resolution 2010-02 - MFT Appropriation Resolution — Miscellaneous Guardrail Repairs -
mrtion ize CoY Clerk to execute (PW 2010-07)
Mayor Burd entertained a motion to approve the Consent Agenda as amended. So moved by Alderman
Golinski; seconded by Alderman Werderich.
Motion approved by a roll call vote. Ayes-8 Nays-0
Werderich-aye, Plocher-aye, Spears-aye, Munns-aye,
Spears-aye, Gilson-aye, Teeling-aye, Golinski-aye,
PLAN COMMISSION/ZONING BOARD OF APPEAL
No report.
MINUTES FOR APPROVAL
A motion was made by Alderman Sutcliff to approve the minutes of the City Council meeting of January
12, 2010: seconded by Alderman Golinski.
Alderman Gilson stated that he did not asked about liaison positions as noted on page 6, 5°i paragraph
under the Administration Committee Report. Alderman Werderich indicated that he was the one olio
questioned how, liaison will be reported to the City Council.
Motion approved unanimously by a viva voce vote.
BILLS FOR APPROVAL
A motion was made by Alderman Sutcliff to approve the paying of the bills listed on the Detailed Board
Report dated January 20, 2010 totaling the following amounts: checks in the amount of $833,779.89
(vendors); $218,301 .96 (payroll period ending 112/10); $7,009.25 (payroll period ending 1/15110);for a
total of $1 ,059,091 . 10; seconded by Alderman Golinski.
Motion approved by a roll call vote. Ayes-8 Nays-0
Plocher-aye, Spears-aye, Munns-aye, Sutcliff-aye,
Gilson-aye, Teeling-aye. Golinski-aye, Werderich-aye
REPORTS
ADMINISTRATION COMMITTEE REPORT
Phone Service Recommendation
(ADM 2010-03)
A motion was made by Aldenman Sutcliff to approve a phone service contract with CallOne and authorize
the Mayor to execute; seconded by Alderman Mums.
The Minutes of the Regular Meeting of the Citv Council — January 26 2010 — page 5
Director Mika indicated that Derrick Havis with Call One was present to answer any questions.
Alderman Gilson stated that he had several questions go unanswered at the Administration Committee
meeting. His questions were:
• Why are taxes applied to AT&T's service? Mr. Havis explained that AT&T does not allow for
tax exempt service. CallOne uses a different billing organization that allow for tax exemption.
• Is locking into a three year contract wise since call plans have decreased in price over the last few
years due to competition. He asked the City Council to consider a shorter contract length.
• Do carriers offer flat rates? Mr. Havis stated there are flat rate plans available but after reviewing
the cih a usage this was not recommended. He explained that AT&T requires that all lines are a
flat rate and this is not wise due the city's usage.
• How much will rates fluctuate? Mr. Havis explained that the rates dart fluctuate. Charlie Graff,
the city's IT specialist added that there are local rates for the area. CallOne discounts off the
tariff rates and the discount is locked in.
• Why is caller ID on one line; is it needed? What are the features for $24.95? Mr. Havis
explained that there are multiple features such as non-published service at a rate of 52.00/feature.
If the caller ID is removed it will not change the cost.
•
Were comparisons made to other carriers? Mr. Graff and Director Mika indicated that there was
information in the City Council packets showing a comparison to AT&T service. Mr. Graff
explained the graph in the packet.
Alderman Gilson felt the approval of CallOne was being rushed through. He felt the more homework
should be done before a decision is made. Mr. Havis stated that no other carriers offer the multiple
services the city has. There are five components to the city's service and other carriers could provide
quotes for some of the services but not others.
Aldemran Sutcliff commented that service with CallOne will save the city $ 1 ,381 .00/month. She stated
that this is a concrete contract not speculation and that the sooner the city signs the sooner the savings will
begin.
Alderman Golinski asked if there was a termination penalty. Mr. Havis explained that there is a penalty
and the city would have to pay back the discounts it received over the life of the contract.
Alderman Gilson stated that he felt he had legitimate questions and that not all the information was
presented at the Administration Committee meeting. He did not feel enough investigation was done and
that there was no speculation in the matter.
Alderman Sutcliff reiterated that this is a great contract and great savings. She noted that AT&T will only
save the city about S700.00/month.
Motion approved by a roll call vote. Ayes-8 Nays-0
Teeling-aye, Gilson-aye, Sutcliff-aye, Mums-aye,
Spears-aye, Plocher-aye, Werderich-aye, Golinski-aye
Bristol Station Park Change Order #3
(CC 2010-03)
Mayor Bud entertained a motion to approve the Bristol Station Park Change Order #3 - approve increase
in an amount not to exceed $20,968.38 and authorize Mayor to execute So moved by Alderman Golinski;
seconded by Alderman Spears.
Alderman Gilson questioned that the detail calls for GEO fabric "as needed". He asked for clarification
on the "as needed" term. City Administrator Olson stated that the contract defines "as needed'; i.e. if the
city determined it was needed in the field then there would be an additional cost for the fabric.
Motion approved by a roll call vote. Ayes-8 Nays-0
Gilson-aye, Sutcliff-aye, Munns-aye, Spears-aye,
Plocher-aye, Werderich-aye, Golinski-aye, Teeling-aye
MAYOR'S REPORT
Appointment to Building Code Update Committee
(EDC 2009-44)
Mayor Bard reported that before he left Director Miller contacted some of the appointees to ask if they
would be interested in serving on the committee. Others showed interest in serving on the committee.
The Minutes of the Reeular Meetino of the City Council — January 26 2010 — pa e 6
She stated that while ad hoc committees do not need the approval of the City Council, she brought this
item forward. She stated that the City Council members will be Aldermen Spears and Plocher. Other
appointees are Billy McCue (residential builder), Jeremy Caravan (fire district representative), Lynn
Dubajie (YEDC representative), Mike Skinner (ZBA representative), Don Duffy (Chamber of Commerce
representative), Cheryl Lee (architect), Richard Scheffrahn (Green Committee representative) and Stan
Free (banker/financial representative). She entertained a motion to approve the appointees to the Building
Code Update Committee. So moved by Alderman Sutcliff. seconded by Alderman Spears.
Alderman Gilson noted that he and Aldermen Golinski and Werderich have asked in the past that
infuriation on appointees be included in the City Council packets so that there would be transparency for
those reading it online. Mayor Burd stated that she was being very transparent and that she was not asked
to put information in the packets. She reminded Alderman Gilson that the City Council doesn't even
need to vote on this. She also noted that the Green Committee just met the night before and brought forth
their representative so shejust completed the list earlier in the day.
Alderman Spears commented that Cheryl Lee was extremely qualified and knowledgeable and a good
addition to the committee.
Alderman Golinski asked who was overseeing the committee's meetings. Mayor Brad stated that
currently eleven applicants are being interviewed for Director Miller's vacated position and that when it is
filled, the new director will oversee it. Until then, City Administrator Olson would stand in. Alderman
Golinski asked if there was a timeline to updating the codes and Administrator Olson indicated that it
could take up to six months after the committee begins meeting. Mayor Bond suggested that the timeline
be discussed by the Economic Development Committee for input.
Motion approved by a roll call vote. Ayes-7 Nays-0 Abtain- I
Gilson-aye, Sutcliff-aye, Munns-aye, Spears-aye,
Plocher-abstain, Werderich-aye, Golinski-aye, Teeling-aye
Appointments to Ad hoc Committee on Senior Issues
(CC 2010-04)
Mayor Burd reported that she was appointing Eldon Madden, former mayor of Yorkville and Rita
Murphy, participant in Beecher Center programs (Salvation Amy) to the Ad hoc Committee on Senior
Issues. She entertained a motion to approve the appointment of the nominees to the Ad hoc Committee
on Senior Issues. So moved by Alderman Sutcliff; seconded by Alderman Golinski.
Motion approved by a roll call vote. Ayes-8 Nays-0
Sutcliff-aye, Munns-aye, Spears-aye, Plocher-aye,
Werderich-aye, Golinski-aye, Teeling-aye, Gilson-aye
Green Committee Update
(CC 2010.09)
Jackie Dearborn gate a Green Committee update:
• Since April 2009, 22,119 pounds of electronic equipment has been collected through the
recycling progg'am. Half of it was collected at the Share and Care Event in October 2009. The
Environmental Protection Agency (EPA) has a new, act allowing televisions and computer
monitors to be recycled for fi ee. There has been an increase of televisions being recycled.
• The Second Annual Go Green Fair will be held March 6, 2010 at the Ree Center at 11 :00 a.m.
The committee is looking for exhibitors, presenters and volunteers. The event is free and family
friendly. More infurnation can be found on the city's website.
Alderman Werderich asked what type of exhibits would be at the fair and Mrs. Dearborn explained that
there would be exhibits for rain barrels, energy efficient products, etc. She added that booths are $35.00
and that recently Sandwich held a similar event and charged $350.0011hooth.
Bristol Bay Park A RFP Award
(CC 2010-10)
Mayor Bird entertained a motion award contracts to NuToys for the age 5-12 playground equipment and
swings in an amount not to exceed S54,1 19.00, to Parkreatimm, Inc. for the age 2-5 play structure in an
amount not to exceed 510,755.69 and to Team RE1L for the shade structure in an amoum not to exceed
$8,309.00. So moved by Alderman Golinski; seconded by Alderman Werderich.
Alderman Gilson stated that he supports the Park & Recreation Department however he questioned the
ordering of equipment at this time with other city expenditures pending due to lack of funding. City
The Minutes of the Regular Meeting of the City Council — January 26 2010 — page 7
Administrator Olson explained that the funds for the project were set aside in the Land Cash Fund per the
Annexation Agreement and could only be used for this. He added that the park will be a community build
in July.
Motion approved by a roll call vote. Ayes-8 Nays-0
Sutcliff-aye, Munns-aye, Spears-aye, Plocher-aye,
Werderich-aye, Golinski-aye, Teeling-aye, Gilson-aye
CITY COUNCIL REPORT
No report.
ATT0RNGY'S REPORT
No report.
CITY CLERK'S REPORT
No report.
CITY TREASURER'S REPORT
No report.
CITY ADMINISTATOR'S REPORT
Ordinunce 2010-09 Amending the Code of Ordinances Regarding Toeing of Vehicles
(CC 2010- 11 )
City Administrator Olson explained that the Clerk's Office noticed that in the previous discussion of this
ordinance it was suggested that requests for a hearing could be made by mail as well as in person. No
motion was made at the time to amend the ordinance so this ordinance corrects the original,
Mayor Bald entertained a motion to approve an ordinance amending the Code of Ordinances regarding
towing of vehicles and authorize the Mayor and City Clerk to execute. So moved by Alderman Golinski;
seconded by Alderman Gilson.
Motion approved by a roll call vote. Ayes-8 Nays-0
Werderich-aye, Golinski-aye, Teeling-aye, Gilson-aye,
Sutcliff-aye, Munns-aye, Spears-aye, Plocher-aye
Prestwick Subdivision — Occupancy Issues
(CC 2010-12)
City Administrator Olson reported that the developer is looking to obtain occupancy for two of the model
homes in the subdivision however no street lights have been installed in the subdivision and the weather
warning siren is pending. The homes are scheduled for closing next week. Per ordinance, occupancy is
not granted without these items being done. A timeline for completion has been supplied and staff is
looking for a policy decision from the City Council as to granting occupancy.
Mayor Burd added that there have been issues with vandalism on the four homes in the subdivision. She
stated that it would be in the best interest if someone moved in the area. This also gives funds to the
developer to make the needed improvements.
Mayor Bard entertained a motion to authorize city staff to issue up to two certificates of occupancy in
Phase I of the Prestwick subdivision, subject to receipt of payment of the $6,399.00 weather warning
siren fee, developer manually pumping and trucking of sanitary wastewater until March 31 , 2010,
developer completion of lift station improvements by March 31 , 2010, and developer completion of all
streetlights in Phase 1 by April 15, 2010. So moved by Alderman Sutcliff; seconded by Alderman Manus.
Alderman Munns questioned if there was any legal problem because there are no streetlights. Attorney
Or indicated there were not.
Alderman Gilson felt that the city should not "skirt" around the ordinance and that the things required to
obtain occupancy should be done before people are allowed to move in.
Alderman Werderich stated that a red flag was raised for him because closings have been scheduled
before occupancy permits have been granted. City Administrator Olson indicated that the developer has
been working with staff to get the occupancy permits but there has been an issue with the lift station and
the installation of the streetlights. The developer was unaware that streetlights needed to be installed
The Minutes of the Regular Meeting of the City Council — January 26 2010 — ua e 8
before occupancy could be granted. He assured the City Council that there is a substantial letter of credit
(LOC) so there are funds available should the city need to complete things. Alderman Werderich was
concerned with the safety of residents living in a subdivision without lights especially since there has
already been vandalism. He was also concerned that there could be possible repercussions from that the
buyers who are expecting services from the city that are not going to be provided. He did not support
occupancy.
Alderman Spears repotted that this matter was before the Economic Development Committee in October
and the committee recommended it go to a public hearing and this was never done. She was concerned
that this would become a public safety issue and suggested that the developer provide alamm systems in
the homes. She was not in favor of granting occupancy.
Alderman Golinski noted that when this subdivision was discussed at the Economic Development
Committee meeting, only fees were discussed and it was recommended it move forward to a public
hearing which was never held. He was okay with the lift station not being operational but noted that
streetlights before occupancy is an ordinance requirement. He was not in favor of granting occupancy.
Alderman Teeling noted that streetlights have been an issue in another subdivision and the residents have
been living there without them for several years. The subdivision is bankrupt and the residents are
frustrated with the issue.
Alchemical Sutcliff noted that the economic times and that selling two homes can make a big difference for
the developer. She stated that the home buyers need to know that services are not currently being
provided however there is a timeline in place. She felt the City Council should work with local
businesses and developers.
Mayor Burd asked if anyone had discussed the lack of streetlights with the buyers. City Administrator
Olson indicated that the developer was going to discuss it with them. A representative from the developer,
present at the meeting, stated that prim to getting the certificate of occupancy they would get letters from
the buyers to present to the city acknowledging that the buyers are aware there are no street lights but that
they will be provided by a certain date. These letters will be given to the city to keep on file. He
reiterated that the city is protected by an LOC on file which can cover the installation of the lights if the
deadline for installation is not met. He stated that the developer has been pursuing buyers for over a year
and the current buyers have loan commitments with closing dates. The opportunity for the purchase of
two units is good for the subdivision. He explained that tine lift station is operational except for three
items which they are waiting to be delivered. It should be completed in thirty days. He stated that it has
been hard to find people who have the ability to purchase homes in the subdivision and he did not want to
lose the buyers.
Alderman Gilson stated that he was concerned that the city would be setting a bad precedent by approving
this.
Mayor Burd asked the City Council to think outside the box. There are only four homes in the
subdivision and the developer wants people to live in them. They do not want to see the vandalism
continue. The developer is only asking for two months to get things done. Things need to be done
differently due to the recession.
Alderman Werderich asked if there had been multiple instances of vandalism and Chief Hari stated that
there had been two instances; copper piping was stolen from the models and a car was driven through a
garage door. Alderman Spears noted that the problem of people stealing copper from new homes has
been a problem for years and Chief Hart added that it had especially since copper went up in price.
Alderman feeling asked if the improvements were outdone by April 15, 2010 would the LOC be called
that day. City Administrator Olson stated that that would be a policy decision. He felt it would depend
on how far away from completion the developer was. He stated it could be a choice between calling the
LOC versus an ordinance violation.
Alderman Golinski felt that if this is allowed, there will be two more families complaining about weeds,
an unfinished subdivision, etc. He felt it was a bad idea.
Alderman Werderich asked what the procedure was to make a policy decision on the LOC. City
Administrator Olson stated that the recommendation to call the LOC would be brought to a Public Works
Committee meeting. He suggested that it be placed on the March 2010 Public Works Committee agenda.
The Minutes of the Re ular Meeting of the City Council — January 26 2010 — pa2e 9
Motion approved by a roll call vote. Ayes-5 Nays-4
Munns-aye, Spears-nay, Plocher-aye, Werderich-nay,
Golinski-nay, Teeling-aye, Gilson-nay, Sutcliff-aye, Burd-aye
FINANCE DIRECTOR'S REPORT
No report.
CITY ENGINEER'S REPORT
City Engineer Wywrot reported that IDOT approved the plans for the miscellaneous guardrail repairs so
we will be going out to bid shortly and City Park Planner Laura Schraw has contacted the developer to
finish plans for the Fox Hill Unit 7 re-landscaping of the pond.
DIRECTOR OF PUBLIC WORKS REPORT
No report.
CHIEF OF POLICE'S REPORT
Chief Hart reported:
• The Police Department still has free cell phones available for seniors. Any senior interested
should come to the Police Department for instruction.
• The next BASSETT training will be at the end of the month, Information will be sent to liquor
establishments.
• The City Council is invited to the Citizens Police Academy Alumni 1 " Annual Chili Cook-off on
February 17, 2010 at the Beecher Center. He indicated he would get more information to the City
Council.
DIRECTOR OF PARKS & RECREATION'S REPORT
Interim Director of Park and Recreation Olson reported that Date Night will be held on February 26, 2010
at the Rec Center. The Yorkville Big Band will provide the music and dance lessons will be given. The
cost is $20.00 for members and $25.00 for non-members. Tickets at the door will be $30.00.
COMMUNITY DEVELOPMENT DIRECTOR REPORT
No report.
COMMUNITY RELATIONS OFFICER'S REPORT
Mrs. Spies reported:
• The Human Resource Commission is working on asocial event for people with disabilities such
as wheel chair basketball, card games, etc, Anyone interested should contact Mrs. Spies.
• The Association for Individual Development (AID) will hold a telethon on March 6, 2010.
COMMUNITY & LIAISON REPORT
Metro West
Mayor Hurd reported that she attended the Metro West meeting where pension reform, the oversight of
water and the budget were discussed. She stated that it was a good session. Metro West asked the City
Council to give their email address to Mary Randall so information can be sent to them directly. Also a
spring trip to Springfield to lobby legislators is being planned.
Kendall County Plan Commission
Alderman Werderich reported that he attended the Kendall County Plan Commission meeting and
suggested that those interested see the Kendall County website for more information.
Contrast Shows
Alderman Golinski reported that there are two new shows on Comcast government access channel. One
is "Behind the Badge" with Police Sergeant Groesch and the other is "Fox Valley in Focus".
COMMITTEE REPORTS
PUBLIC WORKS COMMITTEE REPORT
No report.
ECONOMIC DEVELOPMENT COMMITTEE REPORT
No report.
The Minutes of the Regular Meeting of the City Council — January 26. 2010 — Pagel
PUBLIC SAFETY COMMITTEE REPORT
No report.
ADMINISTRATION COMMITTEE REPORT
Discussion on Adding Senior Services Donations to City Water Bills
(ADM 2010-02)
Alderman Sutcliff reported that the Administration Committee discussed placing a note on resident's
water bills regarding donations for Senior Services. The committee had differing opinions so they
brought the matter to the City Council for further discussion. She indicated that the city does not have a
policy in place to address the messages on the water bills however this method was used once for
donations for the Kendall County Food Pantry,
Alderman Golinski commented that adding this information to water bills is well intentioned and is for a
worthy cause however where does the city draw the line in regards to doing this. He was also concerned
with how these donations affect staff time especially when the Finance Department is always saying they
are understaffed and overworked. Director Mika explained the Finance Department's role in the matter
and indicated that it was not too time consuming to process the donations for one group. Alderman
Golinski asked what would happen if there was more than one charitable group on a bill and Director
Mika stated that would make it more difficult for the department to track. Alderman Golinski then
questioned if Senior Services was getting an exclusive on the water bill.
Mayor Burd questioned if the Administration Committee should develop a policy to address the use of the
water bills for donations. She stated that the city was just being a facilitator for donations as residents are
making the donations, not the city. Alderman Munns suggested that residents should just send donations
directly to the charity.
Alderman Teeling stated that it was discussed to place information about donations for the 41' of July
fireworks on the water bill however it was not done due to timing issues. She suggested one charity be
placed on one water bill per billing cycle. Alderman Spears noted that if a charity was only placed on a
bill once per cycle, then there would only be six organizations that could benefit from this per year. She
stated that it would be difficult to pick which six charities.
Alderman Gilson recommended that a policy be developed to address this and suggested this be taken
back to the Administration Committee meeting. Mayor Burd polled the City Council members and it was
the consensus to send this back to the Administration Committee for the development of a policy.
ADDITIONAL BUSINESS
None.
ADJOURNMENT
Mayor Burd entertained a motion to adjourn the meeting. So moved by Alderman Munns; seconded by
Alderman Spears.
Adjournment of the meeting was unanimously approved by a viva voce vote.
Meeting adjourned at 9:36 P.M.
Minutes submitted by:
Jacquelyn Milschewski,
City Clerk City of Yorkville, Illinois
DATE : 02 / 16/ 10 UNITED CITY OF YORKVILLE PAGE : 1
TIME : 10 : 42 : 43 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 /23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
AA000001 CARLO D . COLOSIMO
020310 02 / 03 / 10 01 POLICE - 12 / 30 / 09 , 01 / 20 / 10 , 01 - 210 - 62 - 00 - 5443 02 / 23 / 10 450 . 00
ADMIN ADJUDICATION CONTRAC
02 01/ 27 / 10 ADMIN HEARINGS * * COMMENT * *
INVOICE TOTAL : 450 . 00
VENDOR TOTAL : 450 . 00
ARAMARK ARAMARK UNIFORM SERVICES
610 - 6743310 02 / 02 / 10 01 STREETS - UNIFORMS 01 - 410 - 62 - 00 - 5421 02 / 23 / 10 33 . 78
WEARING APPAREL
02 WATER OP - UNIFORMS 51 - 000 - 62 - 00 - 5421 33 . 79
WEARING APPAREL
03 SEWER OP- UNIFORMS 52 - 000 - 62 - 00 - 5421 33 . 78
WEARING APPAREL
INVOICE TOTAL : 101 . 35
VENDOR TOTAL : 101 . 35
ATT AT&T
6305529222 - 0110 01 /25 / 10 01 WATER OP- FOX HILL LIFT 51 - 000 - 62 - 00 - 5436 02 /23 / 10 34 . 87
TELEPHONE
INVOICE TOTAL : 34 . 87
6305531141 - 0110 01 / 25 / 10 01 POLICE - FAX & PHONE 01 - 210 - 62 - 00 - 5436 02 / 23 / 10 198 . 26
TELEPHONE
INVOICE TOTAL : 198 . 26
6305531577 - 0110 01/ 25 / 10 01 WATER OP - LIFT STATIONS & WELLS 51 - 000 - 62 - 00 - 5436 02 /23 / 10 481 . 77
TELEPHONE
INVOICE TOTAL : 481 . 77
6305534349 - 0110 01/ 25 / 10 01 ADMIN- CITY HALL CENTEX 01 - 110 - 62 - 00 - 5436 02 /23 / 10 847 . 02
TELEPHONE
02 POLICE - CITY HALL CENTEX 01 - 210 - 62 - 00 - 5436 847 . 02 _ a
TELEPHONE
r
t
G
m .i
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 2
TIME : 10 : 42 : 43 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 /2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - ' _ - - - - - - - - - - - - - - -
ATT AT&T
6305534349 - 0110 01/ 25 / 10 03 WATER OP- CITY HALL CENTEX 51 - 000 - 62 - 00 - 5436 02 /23 / 10 847 . 01
TELEPHONE
INVOICE TOTAL : 2 , 541 . 05
6305536522 - 0110 01 /25/ 10 01 WATER OP - LIFT STATIONS & WELLS 51 - 000 - 62 - 00 - 5436 02 /23 / 10 115 . 42
TELEPHONE
INVOICE TOTAL : 115 . 42
6305537575 - 0110 01/ 25 / 10 01 ADMIN- CITY HALL FAX 01 - 110 - 62 - 00 - 5436 02 / 23 / 10 47 . 17
TELEPHONE
INVOICE TOTAL : 47 . 17
VENDOR TOTAL : 3 , 418 . 54
ATTLONG AT&T LONG DISTANCE
828932136 - 0110CITY 02 / 10 / 10 01 ADMIN- JANUARY LONG DISTANCE 01 - 110 - 62 - 00 - 5436 02 /23 / 10 0 . 50
TELEPHONE
02 POLICE- JANUARY LONG DISTANCE 01 - 210 - 62 - 00 - 5436 65 . 94
TELEPHONE
03 WATER OP -JANUARY LONG DISTANCE 51 - 000 - 62 - 00 - 5436 20 . 34
TELEPHONE
INVOICE TOTAL : 86 . 78
VENDOR TOTAL : 86 . 78
BANKNY THE BANK OF NEW YORK
020910 - BDIST 02 / 09 / 10 01 FINANCE - BUSINESS DISTRICT TAX 01 - 120 - 78 - 00 - 9004 02 /23 / 10 23 , 424 . 63
BUSINESS DISTRICT REBATE
INVOICE TOTAL : 23 , 424 . 63
VENDOR TOTAL : 23 , 424 . 63
BKFD BRISTOL KENDALL FIRE DEPART .
013110 -DEV 02 / 08 / 10 01 TRUST/AGENCY -DEVELOPMENT FEES 95 - 000 - 78 - 00 - 9010 02 /23 / 10 7 , 058 . 00
BKFD DEV FEE PAYMENTS
INVOICE TOTAL : 7 , 058 . 00
VENDOR TOTAL : 7 , 058 . 00
- 2 -
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 3
TIME : 10 : 42 : 43 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 /2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
BRENNTAG BRENNTAG MID- SOUTH , INC .
BMS771940 01/ 13 / 10 01 WATER OP- CHEMICALS 51 - 000 - 62 - 00 - 5407 00204379 02 /23 / 10 1 , 107 . 75
TREATMENT FACILITIES O&M
INVOICE TOTAL : 1 , 107 . 75
BMS795161 01/ 14 / 10 01 WATER OP-DRUM RETURN CREDIT 51 - 000 - 62 - 00 - 5407 02 / 23 / 10 - 500 . 00
TREATMENT FACILITIES O&M
INVOICE TOTAL : - 500 . 00
VENDOR TOTAL : 607 . 75
CAMBRIA CAMBRIA SALES COMPANY INC .
29118 02 / 01 / 10 01 SEWER OP- PAPER TOWEL 52 - 000 - 65 - 00 - 5802 02 /23 / 10 83 . 13
OFFICE SUPPLIES
INVOICE TOTAL : 83 . 13
VENDOR TOTAL : 83 . 13
CARGILL CARGILL , INC
2710797 01 / 12 / 10 01 WATER OP -BULK SALT 51 - 000 - 62 - 00 - 5407 00204378 02 /23 / 10 2 , 625 . 46
TREATMENT FACILITIES O&M
INVOICE TOTAL : 2 , 625 . 46
2728718 01 /27 / 10 01 WATER OP -BULK SALT 51 - 000 - 62 - 00 - 5407 00204378 02 / 23 / 10 2 , 649 . 83
TREATMENT FACILITIES O&M
INVOICE TOTAL : 2 , 649 . 83
VENDOR TOTAL : 5 , 275 . 29
CAYWOOD CAYWOOD & ASSOCIATES , INC
272450 01/26/ 10 01 FINANCE -NOTARY BOND 01 - 120 - 64 - 00 - 5600 02 / 23 / 10 40 . 00
DUES
INVOICE TOTAL : 40 . 00
VENDOR TOTAL : 40 . 00
CHEMICAL CHEMICAL PUMP SALES & SERVICE
- 3 -
DATE : 02 / 16/ 10 UNITED CITY OF YORKVILLE PAGE : 4
TIME : 10 : 42 : 43 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 /23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
CHEMICAL CHEMICAL PUMP SALES & SERVICE
69907 01/ 28 / 10 01 WATER OP - . 5 HEAD , CARTRIDGE 51 - 000 - 62 - 00 - 5407 02 / 23 / 10 155 . 00
TREATMENT FACILITIES O&M
02 VALVE * * COMMENT * *
INVOICE TOTAL : 155 . 00
VENDOR TOTAL : 155 . 00
CHIINTRK CHICAGO INTERNATIONAL TRUCKS
311825 02 / 04 / 10 01 WATER OP-REPAIRED TURBO 51 - 000 - 62 - 00 - 5409 00204414 02 /23 / 10 625 . 04
MAINTENANCE-VEHICLES
02 CHARGER & ELECTRICAL SYSTEM * * COMMENT * *
03 SEWER OP - REPAIRED TURBO 52 - 000 - 62 - 00 - 5409 625 . 04
MAINTENANCE- VEHICLES
04 CHARGER & ELECTRICAL SYSTEM * * COMMENT * *
INVOICE TOTAL : 1 , 250 . 08
VENDOR TOTAL : 1 , 250 . 08
COMCAST COMCAST CABLE
012310 - PW 01 /23 / 10 01 STREETS -MONTHLY CHARGES 01 - 410 - 62 - 00 - 5408 02 / 23 / 10 66 . 95
MAINTENANCE- EQUIPMENT
INVOICE TOTAL : 66 . 95
012610 - PD 01 / 26 / 10 01 POLICE -MONTHLY CABLE CHARGES 01 - 210 - 65 - 00 - 5804 02 / 23 / 10 4 . 17
OPERATING SUPPLIES
INVOICE TOTAL : 4 . 17
VENDOR TOTAL : 71 . 12
COMDIR COMMUNICATIONS DIRECT INC
SR90709 01/ 29 / 10 01 POLICE - REPLACED RX BRACKET 01 - 210 - 62 - 00 - 5408 02 /23 / 10 117 . 00
MAINTENANCE - EQUIPMENT
INVOICE TOTAL : 117 . 00
SR90781 01 /29 / 10 01 POLICE - REPLACE GRILL LAMP , 01 - 210 - 62 - 00 - 5409 02 /23 / 10 160 . 00
MAINTENANCE - VEHICLES
-4 -
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 5
TIME : 10 : 42 : 43 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
COMDIR COMMUNICATIONS DIRECT INC
SR90781 01 /29 / 10 02 REPLACED DEFECTIVE GRILL LED * * COMMENT * * 02 /23 / 10
INVOICE TOTAL : 160 . 00
SR90782 01/29 / 10 01 POLICE - REPLACED MAGLIGHT LAMP 01 - 210 - 62 - 00 - 5408 02 /23 / 10 39 . 00
MAINTENANCE - EQUIPMENT
INVOICE TOTAL : 39 . 00
SR90865 01 / 29 / 10 01 POLICE -REPAIRED LOOSE GROUND 01 - 210 - 62 - 00 - 5408 02 /23 / 10 25 . 00
MAINTENANCE - EQUIPMENT
02 WIRE ING RELAY * * COMMENT * *
INVOICE TOTAL : 25 . 00
SR90866 01 / 29 / 10 01 POLICE- REMOUNTED GUN LOCK 01 - 210 - 62 - 00 - 5409 02 / 23 / 10 25 . 00
MAINTENANCE - VEHICLES
INVOICE TOTAL : 25 . 00
SR90867 01 /29/ 10 01 POLICE -REPLACED BLOWN FUSE ON 01 - 210 - 62 - 00 - 5408 02 /23 / 10 28 . 00
MAINTENANCE - EQUIPMENT
02 KEN COM RADIO * * COMMENT * *
INVOICE TOTAL : 28 . 00
VENDOR TOTAL : 394 . 00
COMED COMMONWEALTH EDISON
0185079109 - 0210 02 / 03 / 10 01 WATER OP- 420 FAIRHAVEN 51 - 000 - 62 - 00 - 5435 02 /23 / 10 144 . 23
ELECTRICITY
INVOICE TOTAL : 144 . 23
09030 - 40077 - 0210 01 / 30 / 10 01 STREETS - LIGHTS 01 - 410 - 62 - 00 - 5435 02 / 23 / 10 2 , 846 . 87
ELECTRICITY
INVOICE TOTAL : 2 , 846 . 87
0908014004 - 0210 02 / 04 / 10 01 WATER OP-WELLS 51 - 000 - 62 - 00 - 5435 02 /23 / 10 157 . 87
ELECTRICITY
INVOICE TOTAL : 157 . 87
- 5 -
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 6
TIME : 10 : 42 : 43 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 /2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
COMED COMMONWEALTH EDISON
0966038077 - 0210 02 / 02 / 10 01 STREETS - LIGHTS 01 - 410 - 62 - 00 - 5435 02 / 23 / 10 138 . 74
ELECTRICITY
INVOICE TOTAL : 138 . 74
20190 - 99044 - 0210 02 / 06 / 10 01 WATER OP - WELLS 51 - 000 - 62 - 00 - 5435 02 /23 / 10 72 . 75
ELECTRICITY
INVOICE TOTAL : 72 . 75
2668047007 - 0210 02 / 01/ 10 01 SEWER OP- 1908 RAINTREE RD . 52 - 000 - 62 - 00 - 5435 02 /23 / 10 506 . 44
ELECTRICITY
INVOICE TOTAL : 506 . 44
4085080033 - 0210 02 / 04 / 10 01 WATER OP- 1991 CANNONBALL TRAIL 51 - 000 - 62 - 00 - 5435 02 /23 / 10 349 . 46
ELECTRICITY
INVOICE TOTAL : 349 . 46
44490 - 87016 - 0210 02 / 06 / 10 01 SEWER OP -LIFT STATIONS 52 - 000 - 62 - 00 - 5435 02 / 23 / 10 1 , 372 . 38
ELECTRICITY
INVOICE TOTAL : 1 , 372 . 38
4475093053 - 0210 02 / 03 / 10 01 WATER OP - 610 TOWER LANE 51 - 000 - 62 - 00 - 5435 02 / 23 / 10 164 . 73
ELECTRICITY
INVOICE TOTAL : 164 . 73
VENDOR TOTAL : 5 , 753 . 47
CSIDEVET COUNTRYSIDE VETERINARY CLINIC
73449 01 / 11 / 10 01 POLICE - O ' NEIL ANAL SAC 01 - 210 - 62 - 00 - 5412 02 / 23 / 10 10 . 50
MAINTENANCE- K9
02 EXPRESSION * * COMMENT * *
INVOICE TOTAL : 10 . 50
VENDOR TOTAL : 10 . 50
DEPO DEPO COURT REPORTING SVC , INC
-6 -
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 7
TIME : 10 : 42 : 44 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 /2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
DEPO DEPO COURT REPORTING SVC , INC
14323 01 / 28 / 10 01 POLICE - 01 / 20 / 10 ADMIN HEARING 01 - 210 - 62 - 00 - 5443 02 /23 / 10 175 . 00
ADMIN ADJUDICATION CONTRAC
INVOICE TOTAL : 175 . 00
14324 01 / 28 / 10 01 POLICE - 01 / 27/ 10 ADMIN HEARING 01 - 210 - 62 - 00 - 5443 02 /23 / 10 175 . 00
ADMIN ADJUDICATION CONTRAC
INVOICE TOTAL : 175 . 00
VENDOR TOTAL : 350 . 00
DLUGOPOT TIM DLUGOPOLSKI
011910 02 / 10/ 10 01 ADMIN- JAN . 19TH PUBLIC WORKS 01 - 110 - 62 - 00 - 5401 02 /23 / 10 72 . 50
CONTRACTUAL SERVICES
02 MEETING MINUTES * * COMMENT * *
INVOICE TOTAL : 72 . 50
012110 02 / 10 / 10 01 ADMIN- JAN . 21 ADMIN MEETING 01 - 110 - 62 - 00 - 5401 02 / 23 / 10 85 . 00
CONTRACTUAL SERVICES
02 MINUTES * * COMMENT * *
INVOICE TOTAL : 85 . 00
121509 01/ 14 / 10 01 ADMIN-DEC . 15 PUBLIC WORKS 01 - 110 - 62 - 00 - 5401 02 / 23 / 10 85 . 00
CONTRACTUAL SERVICES
02 MEETING MINUTES * * COMMENT * *
INVOICE TOTAL : 85 . 00
VENDOR TOTAL : 242 . 50
EEI ENGINEERING ENTERPRISES , INC .
6 12 / 31 / 09 01 MFT- FOX ROAD LAPP PROJECT 15 - 000 - 75 - 00 - 7120 02 / 23 / 10 547 . 12
FOX ROAD
INVOICE TOTAL : 547 . 12
7 01 /20/ 10 01 MFT - FOX ROAD LAPP PROJECT 15 - 000 - 75 - 00 - 7120 02 / 23 / 10 755 . 17
FOX ROAD
INVOICE TOTAL : 755 . 17
VENDOR TOTAL : 1 , 302 . 29
-7-
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 8
TIME : 10 : 42 : 44 DETAIL HOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
EXELON EXELON ENERGY
100441500040 02 / 06 / 10 01 WATER OP- 420 FAIRHAVEN 51 - 000 - 62 - 00 - 5435 02 / 23 / 10 144 . 23
ELECTRICITY
INVOICE TOTAL : 144 . 23
100441600040 02 / 04 / 10 01 WATER OP- 2921 BRISTOL RIDGE 51 - 000 - 62 - 00 - 5435 02 / 23 / 10 5 , 698 . 51
ELECTRICITY
INVOICE TOTAL : 5 , 698 . 51
100441900040 02 / 06 / 10 01 WATER OP-WELLS 3 & 4 51 - 000 - 62 - 00 - 5435 02 /23 / 10 6 , 684 . 73
ELECTRICITY
INVOICE TOTAL : 6 , 684 . 73
100587300040 02 / 04 / 10 01 WATER OP - 2224 TREMONT STREET 51 - 000 - 62 - 00 - 5435 02 /23 / 10 4 , 335 . 83
ELECTRICITY
INVOICE TOTAL : 4 , 335 . 83
VENDOR TOTAL : 16 , 863 . 30
EXHAUWKS THE EXHAUST WORKS
44075 02 / 08 / 10 01 POLICE- MUFFLER REPAIR 01 - 210 - 62 - 00 - 5409 02 / 23 / 10 244 . 72
MAINTENANCE - VEHICLES
INVOICE TOTAL : 244 . 72
VENDOR TOTAL : 244 . 72
FIRSTNON FIRST NONPROFIT UNEMPLOYEMENT
010110 01 / 01 / 10 01 FINANCE - 1ST QUARTER FEES & 01 - 120 - 50 - 00 - 5202 02 / 23 / 10 13 , 663 . 25
BENEFITS - UNEMPLOY . COMP .
02 DEPOSITS * * COMMENT * *
INVOICE TOTAL : 13 , 663 . 25
VENDOR TOTAL : 13 , 663 . 25
FLATSOS RAQUEL HERRERA
012810 01 / 28 / 10 01 POLICE -TIRES 01 - 210 - 62 - 00 - 5409 02 / 23 / 10 440 . 00
MAINTENANCE - VEHICLES
INVOICE TOTAL : 440 . 00
VENDOR TOTAL : 440 . 00
_ R _
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 9
TIME : 10 : 42 : 44 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
FOXVALLE FOX VALLEY TROPHY & AWARDS
25681 01 /22 / 10 01 ADMIN- 1 ENGRAVED CLOCK 01 - 110 - 65 - 00 - 5804 02 / 23 / 10 89 . 50
OPERATING SUPPLIES
INVOICE TOTAL : 89 . 50
VENDOR TOTAL : 89 . 50
GALLS GALL ' S INC .
510398748 02 / 01 / 10 01 POLICE- BOOTS 01 - 210 - 62 - 00 - 5421 02 /23 / 10 148 . 99
WEARING APPAREL
INVOICE TOTAL : 148 . 99
VENDOR TOTAL : 148 . 99
GARDKOCH GARDINER KOCH & WEISBERG
H- 1845C- 70070 01/ 10 / 10 01 ADMIN- LAY- COM MATTERS 01 - 110 - 61 - 00 - 5303 02 / 23 / 10 832 . 50
LITIGATION COUNCIL
INVOICE TOTAL : 832 . 50
H- 1852C - 70071 01 / 10/ 10 01 ADMIN- OCEAN ATLANTIC MATTERS 01 - 110 - 61 - 00 - 5303 02 /23 / 10 156 . 50
LITIGATION COUNCIL
INVOICE TOTAL : 156 . 50
H - 1974C- 70065 01/ 10 / 10 01 ADMIN- IEPA MATTERS 01 - 110 - 61 - 00 - 5303 02 /23 / 10 18 . 50
LITIGATION COUNCIL
INVOICE TOTAL : 18 . 50
H- 2013C- 70069 01/ 10 / 10 01 ADMIN- HAMMAN FEES MATTERS 01 - 110 - 61 - 00 - 5303 02 /23 / 10 55 . 50
LITIGATION COUNCIL
INVOICE TOTAL : 55 . 50
H- 2101C - 70072 01 / 10 / 10 01 ADMIN- PRICE MATTERS 01 - 110 - 61 - 00 - 5303 02 /23 / 10 55 . 50
LITIGATION COUNCIL
INVOICE TOTAL : 55 . 50
H - 2364C - 7006 01 / 10 / 10 01 ADMIN- KIMBALL HILL MATTERS 01 - 110 - 61 - 00 - 5303 02 / 23 / 10 2 , 932 . 00
LITIGATION COUNCIL
INVOICE TOTAL : 2 , 932 . 00
VENDOR TOTAL : 4 , 050 . 50
_ y_
DATE : 02 / 16/ 10 UNITED CITY OF YORKVILLE PAGE : 10
TIME : 10 : 42 : 44 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
GJOVIKFD GJOVIK FORD -MERCURY , INC .
247038 02 / 01 / 10 01 POLICE - REPLACED PASSENGER SIDE 01 - 210 - 62 - 00 - 5409 02 / 23 / 10 146 . 37
MAINTENANCE - VEHICLES
02 AIR BAG INDICATOR * * COMMENT * *
INVOICE TOTAL : 146 . 37
247242 02 / 05 / 10 01 POLICE- REPLACED SPARK PLUGS , 01 - 210 - 62 - 00 - 5409 02 /23 / 10 847 . 75
MAINTENANCE - VEHICLES
02 PERFORMED INJECTOR FLUSH & * * COMMENT * *
03 ENGINE DECARBONIZED * * COMMENT * *
04 MAINTENANCE * * COMMENT * *
INVOICE TOTAL : 847 . 75
VENDOR TOTAL : 994 . 12
GRAINCO GRAINCO FS . , INC .
013110 01 / 31/ 10 01 STREETS - FUEL 01 - 410 - 65 - 00 - 5812 02 / 23 / 10 200 . 86
GASOLINE
02 WATER OP - FUEL 51 - 000 - 65 - 00 - 5812 200 . 86
GASOLINE
03 SEWER OP - FUEL 52 - 000 - 65 - 00 - 5812 200 . 86
GASOLINE
INVOICE TOTAL : 602 . 58
447370 01 / 31/ 10 01 STREETS - FUEL CREDIT 01 - 410 - 65 - 00 - 5812 02 /23 / 10 - 99 . 96
GASOLINE
02 WATER OP- FUEL CREDIT 51 - 000 - 65 - 00 - 5812 - 99 . 96
GASOLINE
03 SEWER OP- FUEL CREDIT 52 - 000 - 65 - 00 - 5812 - 99 . 97
GASOLINE
INVOICE TOTAL : - 299 . 89
VENDOR TOTAL : 302 . 69
GRANDREN GRAND RENTAL STATION
11458 02 / 02 / 10 01 STREETS -AUGER RENTAL 01 - 410 - 62 - 00 - 5416 02 /23 / 10 39 . 60
MAINTENANCE PROPERTY
INVOICE TOTAL : 39 . 60
VENDOR TOTAL : 39 . 60
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 11
TIME : 10 : 42 : 44 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 /2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
GREATAME GREATAMERICA LEASING CORP .
9344933 02 / 04 / 10 01 FINANCE - COPIER LEASE 01 - 120 - 62 - 00 - 5412 02 / 23 / 10 736 . 00
MAINTENANCE- PHOTOCOPIERS
INVOICE TOTAL : 736 . 00
VENDOR TOTAL : 736 . 00
HACH HACH COMPANY
6582751 01/ 27 / 10 01 WATER OP- CHEMICAL CARTRIDGES 51 - 000 - 62 - 00 - 5407 02 / 23 / 10 470 . 80
TREATMENT FACILITIES O&M
INVOICE TOTAL : 470 . 80
VENDOR TOTAL : 470 . 80
HDSUPPLY HD SUPPLY WATERWORKS , LTD .
0055598 01 /29 / 10 01 WATER OP - 6 METERS 51 - 000 - 75 - 00 - 7508 00204376 02 /23 / 10 1 , 068 . 00
METERS & PARTS
INVOICE TOTAL : 1 , 068 . 00
0055608 01 /28 / 10 01 WATER OP- 2 METERS 51 - 000 - 75 - 00 - 7508 02 / 23 / 10 356 . 00
METERS & PARTS
INVOICE TOTAL : 356 . 00
0070720 02 / 03 / 10 01 WATER OP -WIRE - 51 - 000 - 75 - 00 - 7508 00204376 02 /23 / 10 149 . 15
METERS & PARTS
INVOICE TOTAL : 149 . 15
VENDOR TOTAL : 1 , 573 . 15
ICCI INTERNATIONAL CODES
201001 01 / 22 / 10 01 ADMIN- JANUARY PERMIT 01 - 110 - 61 - 00 - 5314 02 / 23 / 10 1 , 237 . 50
BUILDING INSPECTIONS
INVOICE TOTAL : 1 , 237 . 50
VENDOR TOTAL : 1 , 237 . 50
ILLEPA ILLINOIS ENVIRONMENTAL
- 17 -
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 12
TIME : 10 : 42 : 44 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
ILLEPA ILLINOIS ENVIRONMENTAL
L17 - 1153 - 21 01/ 27 / 10 01 SEWER OP- PRINCIPAL PYMT 52 - 200 - 66 - 00 - 6055 02 / 23 / 10 41 , 238 . 12
IEPA LOAN L17 - 115300 P&I P
02 SEWER OP - INTEREST PYMT 52 - 200 - 66 - 00 - 6055 12 , 287 . 23
IEPA LOAN L17 - 115300 P&I P
INVOICE TOTAL : 53 , 525 . 35
VENDOR TOTAL : 53 , 525 . 35
JCM JCM UNIFORMS , INC .
634803 02 / 05/ 10 01 POLICE - PANTS 01 - 210 - 62 - 00 - 5421 02 / 23 / 10 84 . 85
WEARING APPAREL
INVOICE TOTAL : 84 . 85
VENDOR TOTAL : 84 - 85
KENPRINT ANNETTE M . POWELL
17481 01 / 12 / 10 01 COMM/DEV- 500 BUSINESS CARDS 01 - 220 - 65 - 00 - 5804 02 / 23 / 10 29 . 00
OPERATING SUPPLIES
INVOICE TOTAL : 29 . 00
17509 01/ 26 / 10 01 ADMIN- 2 NAME PLATES 01 - 110 - 65 - 00 - 5804 02 /23 / 10 13 . 00
OPERATING SUPPLIES
INVOICE TOTAL : 13 . 00
17520 01 / 28 / 10 01 POLICE - 500 BUSINESS CARDS 01 - 210 - 65 - 00 - 5809 02 / 23 / 10 88 . 00
PRINTING & COPYING
INVOICE TOTAL : 88 . 00
VENDOR TOTAL : 130 . 00
KONICAMI KONICA MINOLTA BUSINESS
213835342 01 / 30 / 10 01 POLICE- COPIER CHARGES 01 - 210 - 65 - 00 - 5809 02 / 23 / 10 22 . 32
PRINTING & COPYING
INVOICE TOTAL : 22 . 32
_ 72 _
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 13
TIME : 10 : 42 : 44 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
KONICAMI KONICA MINOLTA BUSINESS
213835343 01 / 30 / 10 01 ADMIN- COLOR COPIER CHARGES 01 - 110 - 65 - 00 - 5809 02 / 23 / 10 233 . 22
PRINTING & COPYING
02 ADMIN- B/W COPIER CHARGES 01 - 110 - 65 - 00 - 5809 90 . 37
PRINTING & COPYING
INVOICE TOTAL : 323 . 59
213835474 01 / 30/ 10 01 WATER OP - COPIER CHARGES 51 - 000 - 65 - 00 - 5809 02 /23 / 10 11 . 50
PRINTING & COPYING
INVOICE TOTAL : 11 . 50
213835475 01 / 30/ 10 01 POLICE - COPIER CHARGES 01 - 210 - 65 - 00 - 5809 02 / 23 / 10 80 . 83
PRINTING & COPYING
INVOICE TOTAL : 80 . 83
213835476 01/ 30 / 10 01 ENG- COPIER CHARGES 01 - 150 - 65 - 00 - 5809 02 / 23 / 10 50 . 55
PRINTING & COPYING
02 COMM/DEV- COPIER CHARGES 01 - 220 - 65 - 00 - 5809 50 . 56
PRINTING & COPYING
INVOICE TOTAL : 101 . 11
VENDOR TOTAL : 539 . 35
LANEMUCH LANER , MUCHIN , DOMBROW , BECKER
350864 01/ 01 / 10 01 ADMIN- GENERAL EMPLOYMENT & 01 - 110 - 61 - 00 - 5300 02 / 23 / 10 720 . 00
LEGAL SERVICES
02 LABOR COUNSELING * * COMMENT * *
INVOICE TOTAL : 720 . 00
VENDOR TOTAL : 720 . 00
LAYNE LAYNE CHRISTENSEN COMPANY
10160034 01 / 25/ 10 01 WATER OP - EMERGENCY REPAIR 51 - 200 - 61 - 00 - 5422 00204412 02 / 23 / 10 107 , 836 . 20
WELL 9 CONSTRUCTION
INVOICE TOTAL : 107 , 836 . 20
VENDOR TOTAL : 107 , 836 . 20
_ � 3_
DATE : 02 / 16/ 10 UNITED CITY OF YORKVILLE PAGE : 14
TIME : 10 : 42 : 44 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
LEXIS LEXISNEXIS PEOPLEWISE
1249304 - 20100131 01 / 31 / 10 01 POLICE - JANUARY MINIMUM 01 - 210 - 65 - 00 - 5804 02 / 23 / 10 50 . 00
OPERATING SUPPLIES
02 COMMITMENT BALANCE * * COMMENT * *
INVOICE TOTAL : 50 . 00
VENDOR TOTAL : 50 . 00
MENLAND MENARDS - YORKVILLE
70590 01 /22 / 10 01 STREETS -NOZZLE 01 - 410 - 65 - 00 - 5604 02 /23 / 10 9 . 48
OPERATING SUPPLIES
INVOICE TOTAL : 9 . 48
71162 01/25 / 10 01 STREETS -LEVER HANDLES , COPPER 01 - 410 - 62 - 00 - 5416 02 / 23 / 10 1922.
MAINTENANCE PROPERTY
02 TAP , SOLDER KIT * * COMMENT * *
INVOICE TOTAL : 19 . 22
71218 01/25/ 10 01 STREETS - CARTRIDGE FUSE 01 - 410 - 62 - 00 - 5415 02 /23 / 10 5 . 38
MAINTENANCE - STREET LIGHTS
INVOICE TOTAL : 5 . 38
71222 01 / 25/ 10 01 STREETS - HANDLE SCREW 01 - 410 - 62 - 00 - 5416 02 / 23 / 10 3 . 47
MAINTENANCE PROPERTY
02 ASSORTMENT , KNOCK OUT SEAL * * COMMENT * *
INVOICE TOTAL : 3 . 47
71527 01/ 27 / 10 01 SEWER OP - 3PC BRUSH SET 52 - 000 - 62 - 00 - 5409 02 / 23 / 10 1 . 29
MAINTENANCE - VEHICLES
INVOICE TOTAL : 1 . 29
72511 02 / 01 / 10 01 STREETS - HI PRESS SODIUM BULB 01 - 410 - 62 - 00 - 5416 02 /23 / 10 19 . 98
MAINTENANCE PROPERTY
INVOICE TOTAL : 19 . 98
72710 02 / 02 / 10 01 SEWER OP - PRIMER & CEMENT HANDY 52 - 000 - 62 - 00 - 5419 02 / 23 / 10 5 . 96
MAINTENANCE - SANITARY SEWER
_ 1a _
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 15
TIME : 10 : 42 : 44 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 /2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
MENLAND MENARDS - YORKVILLE
72710 02 / 02 / 10 02 PACK * * COMMENT * * 02 / 23 / 10
INVOICE TOTAL : 5 . 96
72794 02 / 02 / 10 01 POLICE - TABLE FAN 01 - 210 - 65 - 00 - 5804 02 / 23 / 10 14 . 98
OPERATING SUPPLIES
INVOICE TOTAL : 14 . 98
VENDOR TOTAL : 79 . 76
METIND METROPOLITAN INDUSTRIES , INC .
0000227040 01/29/ 10 01 SEWER OP- RETRO FIT KIT FOR 52 - 000 - 62 - 00 - 5422 00203666 02 /23 / 10 2 , 327 . 00
LIFT STATION MAINTENANCE
02 RIVER ' S EDGE PUMP * * COMMENT * *
INVOICE TOTAL : 2 , 327 . 00
VENDOR TOTAL : 2 , 327 . 00
MJELECT MJ ELECTRICAL SUPPLY , INC .
1113254 - 02 02 / 04 / 10 01 STREETS - 3 BALLAST KITS 01 - 410 - 62 - 00 - 5415 02 / 23 / 10 207 . 00
MAINTENANCE - STREET LIGHTS
INVOICE TOTAL : 207 . 00
1113706 - 00 01/ 27 / 10 01 STREETS - PHOTO CELLS & BULBS 01 - 410 - 62 - 00 - 5415 02 / 23 / 10 491 . 40
MAINTENANCE - STREET LIGHTS
INVOICE TOTAL : 491 . 40
1113706 - 01 02 / 03 / 10 01 STREETS - STREET LIGHT BULBS 01 - 410 - 62 - 00 - 5415 02 /23 / 10 90 . 00
MAINTENANCE - STREET LIGHTS
INVOICE TOTAL : 90 . 00
1113706 - 02 02 / 04 / 10 01 STREETS - BALLAST KIT 01 - 410 - 62 - 00 - 5415 02 / 23 / 10 69 . 00
MAINTENANCE - STREET LIGHTS
INVOICE TOTAL : 69 . 00
1113761 - 01 02 / 03 / 10 01 STREETS - BULBS FOR CITY HALL 01 - 410 - 62 - 00 - 5416 02 / 23 / 10 30 . 00
MAINTENANCE PROPERTY
INVOICE TOTAL : 30 . 00
- 15-
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 16
TIME : 10 : 42 : 44 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
MJELECT MJ ELECTRICAL SUPPLY , INC .
1113856 - 00 02 / 04 / 10 01 STREETS - BALLASTS 01 - 410 - 62 - 00 - 5416 02 / 23 / 10 175 . 00
MAINTENANCE PROPERTY
INVOICE TOTAL : 175 . 00
VENDOR TOTAL : 1 , 062 . 40
MOHMS MIDWEST OCCUPATIONAL HEALTH ME
203251 - CITY 01 / 30 / 10 01 STREETS - 2010 RANDOM CONSORTIUM 01 - 410 - 62 - 00 - 5401 02 /23 / 10 100 . 00
CONTRACTUAL SERVICES
02 MANAGEMENT FEE FOR 5 DRIVERS * * COMMENT * *
03 WATER OP- 2010 RANDOM 51 - 000 - 62 - 00 - 5401 80 . 00
CONTRACTUAL SERVICES
04 CONSORTIUM MANAGEMENT FEE * * COMMENT * *
05 FOR 4 DRIVERS * * COMMENT * *
06 SEWER OP - 2010 RANDOM 52 - 000 - 62 - 00 - 5401 60 . 00
CONTRACTUAL SERVICES
07 CONSORTIUM MANAGEMENT FEE * * COMMENT * *
08 FOR 3 DRIVERS * * COMMENT * *
INVOICE TOTAL : 240 . 00
VENDOR TOTAL : 240 . 00
MOONBEAM DIANE GIANNELLI OAKLEY
100 01 / 12 / 10 01 COMM/RELATIONS -VIDEO SERVICES 01 - 130 - 62 - 00 - 5401 02 / 23 / 10 50 . 00
CONTRACTUAL SERVICES
INVOICE TOTAL : 50 . 00
101 01 / 26 / 10 01 COMM/RELATIONS - VIDEO SERVICES 01 - 130 - 62 - 00 - 5401 02 / 23 / 10 50 . 00
CONTRACTUAL SERVICES
INVOICE TOTAL : 50 . 00
VENDOR TOTAL : 100 . 00
NICOR NICOR GAS
15 - 63 - 74 - 5733 2 - 0210 02 / 03 / 10 01 ADMIN- 1955 S BRIDGE STREET 01 - 110 - 78 - 00 - 9002 02 / 23 / 10 131 . 67
NICOR GAS
INVOICE TOTAL : 131 . 67
- i6 -
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 17
TIME : 10 : 42 : 44 DETAIL BOARD REPORT
ID : AP441000 . W0W
INVOICES DUE ON/BEFORE 02 /23 /2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
NICOR NICOR GAS
23 - 45 - 91 - 4862 5 - 0210 02 / 03 / 10 01 ADMIN- 101 BRUELL STREET 01 - 110 - 78 - 00 - 9002 02 /23 / 10 89 . 44
NICOR GAS
INVOICE TOTAL : 89 . 44
45 - 12 - 25 - 4081 3 - 0210 02 / 02 / 10 01 ADMIN- 201 W HYDRAULIC STREET 01 - 110 - 78 - 00 - 9002 02 / 23 / 10 511 . 58
NICOR GAS
INVOICE TOTAL : 511 . 58
49 - 25 - 61 - 1000 5 - 0210 02 / 02 / 10 01 ADMIN- 1 VAN EMMON RD 01 - 110 - 78 - 00 - 9002 02 /23 / 10 209 . 17
NICOR GAS
INVOICE TOTAL : 209 . 17
VENDOR TOTAL : 941 . 86
OFFWORK OFFICE WORKS
168413 01/ 22 / 10 01 SEWER OP- PENS , PAPER CLIPS , 52 - 000 - 65 - 00 - 5802 02 / 23 / 10 90 . 22
OFFICE SUPPLIES
02 TAPE , PHONE BOOK , LEGAL PADS , * * COMMENT * *
03 MARKERS , CARTRIDGES * * COMMENT * *
INVOICE TOTAL : 90 . 22
168470 01 / 25/ 10 01 SEWER OP- 4 TONER CARTRIDGES , 52 - 000 - 65 - 00 - 5802 02 / 23 / 10 588 . 75
OFFICE SUPPLIES
02 LEGAL PADS * * COMMENT * *
INVOICE TOTAL : 588 . 75
168553 01/ 26 / 10 01 COMM/DEV- LEGAL PADS 01 - 220 - 65 - 00 - 5804 02 / 23 / 10 2 . 89
OPERATING SUPPLIES
02 ENG - PENCILS , LEGAL PADS , 01 - 150 - 65 - 00 - 5802 19 . 38
OFFICE SUPPLIES
03 2 - HOLE PUNCH * * COMMENT * *
INVOICE TOTAL : 22 . 27
168559 02 / 01 / 10 01 ENG - MARKERS 01 - 150 - 65 - 00 - 5802 02 / 23 / 10 15 . 99
OFFICE SUPPLIES
INVOICE TOTAL : 15 . 99
- 17 -
DATE : 02 / 16/ 10 UNITED CITY OF YORKVILLE PAGE : 18
TIME : 10 : 42 : 44 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
OFFWORK OFFICE WORKS
168599 01 /27 / 10 01 SEWER OP -LEGAL PADS RETURNED 52 - 000 - 65 - 00 - 5802 02 / 23 / 10 - 5 . 79
OFFICE SUPPLIES
INVOICE TOTAL : - 5 . 79
169093 02 / 04 / 10 01 ENG- PENS , PADS , POST IT NOTES 01 - 150 - 65 - 00 - 5802 02 /23 / 10 29 . 48
OFFICE SUPPLIES
02 COMM/DEV- PENS , POST IT NOTES , 01 - 220 - 65 - 00 - 5804 29 . 48
OPERATING SUPPLIES
03 PADS * * COMMENT * *
INVOICE TOTAL : 58 . 96
VENDOR TOTAL : 770 . 40
OHERROND RAY O ' HERRON COMPANY , INC .
0017632 - IN 01 /27 / 10 01 POLICE - HOLSTER , NAG CASE 01 - 210 - 62 - 00 - 5421 02 / 23 / 10 25 . 95
WEARING APPAREL
INVOICE TOTAL : 25 . 95
VENDOR TOTAL : 25 . 95
ORRK KATHLEEN FIELD ORR & ASSOC .
13090 02 / 04 / 10 01 ADMIN- GENERAL LEGAL MATTERS 01 - 110 - 61 - 00 - 5302 02 /23 / 10 4 , 450 . 25
CORPORATE COUNCIL
02 DEVELOPER ESCROW-BRISTOL BAY 90 - 220 - 71 - 00 - 0005 323 . 75
ST REDEV BE CBALL GALENA -
03 ADMIN-GRANDE RESERVE 01 - 110 - 61 - 00 - 5302 925 . 00
CORPORATE COUNCIL
04 ADMIN- KENDALL MARKET PLACE 01 - 110 - 61 - 00 - 5302 444 . 00
CORPORATE COUNCIL
05 DEVELOPER ESCROW - KENDALLWOOD 90 - 220 - 71 - 00 - 0010 379 . 25
KENDALLWOOD ESTATES - LGL
06 ESTATES * * COMMENT * *
07 DEVELOPER ESCROW- KLEIN/WACHTER 90 - 220 - 71 - 00 - 0004 92 . 50
KLEINWACHTER 101 GARDEN -
- 18-
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 19
TIME : 10 : 42 : 44 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/ BEFORE 02 / 23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
CHER KATHLEEN FIELD ORR & ASSOC .
13090 02 / 04 / 10 08 SPECIAL USE * * COMMENT * * 02 / 23 / 10
09 ADMIN- LANDFILL MATTERS 01 - 110 - 61 - 00 - 5302 92 . 50
CORPORATE COUNCIL
10 ADMIN-MEETINGS 01 - 110 - 61 - 00 - 5302 500 . 00
CORPORATE COUNCIL
11 ADMIN-OCEAN ATLANTIC 01 - 110 - 61 - 00 - 5302 46 . 25
CORPORATE COUNCIL
12 ADMIN- OTHER DEVELOPMENTS 01 - 110 - 61 - 00 - 5302 231 . 25
CORPORATE COUNCIL
13 DEVELOPER ESCROW- PRESTWICK 90 - 220 - 71 - 00 - 0008 120 . 25
PRESTWICK - LGL
14 DEVELOPER ESCROW- STANDARD 90 - 220 - 71 - 00 - 0005 277 . 50
ST REDEV BE CBALL GALENA -
15 REDEVELOPMENT * * COMMENT * *
16 COUNTRYSIDE TIF-LEGAL MATTERS 87 - 000 - 78 - 00 - 9007 64 . 75
ADMINISTRATION FEES
17 DEVELOPER ESCROW -VERNE HENE 90 - 220 - 71 - 00 - 0003 92 . 50
1201 N . BRIDGE VARIANCE -
18 VARIANCE * * COMMENT * *
INVOICE TOTAL : 8 , 039 . 75
VENDOR TOTAL : 8 , 039 . 75
PARADISE PARADISE CAR WASH
221770 02 / 03 / 10 01 POLICE - CAR WASHES 01 - 210 - 62 - 00 - 5409 02 / 23 / 10 85 . 00
MAINTENANCE - VEHICLES
INVOICE TOTAL : 85 . 00
VENDOR TOTAL : 85 . 00
PITBOWRE PITNEY BOWES
020310 02 / 03 / 10 01 ADMIN-REFILL POSTAGE METER 01 - 110 - 65 - 00 - 5808 02 / 23 / 10 3 , 000 . 00
POSTAGE & SHIPPING
INVOICE TOTAL : 3 , 000 . 00
VENDOR TOTAL : 3 , 000 . 00
_ iq_
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 20
TIME : 10 : 42 : 45 DETAIL BOARD REPORT
ID : AP441000 . WCW
INVOICES DUE ON/BEFORE 02 /23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
QUILL QUILL CORPORATION
2762427 01/ 12 / 10 01 ADMIN- TONER CARTRIDGE 01 - 110 - 65 - 00 - 5804 02 /23 / 10 175 . 49
OPERATING SUPPLIES
INVOICE TOTAL : 175 . 49
2878661 01 / 15/ 10 01 COMM/DEV- TAPE , BATTERIES , 01 - 220 - 65 - 00 - 5804 02 / 23 / 10 23 . 67
OPERATING SUPPLIES
02 STAMP REFILL * * COMMENT * *
INVOICE TOTAL : 23 . 67
2878790 01 / 15 / 10 01 COMM/DEV- ENVELOPES 01 - 220 - 65 - 00 - 5804 02 / 23 / 10 16 . 91
OPERATING SUPPLIES
INVOICE TOTAL : 16 . 91
2903343 01 / 18 / 10 01 ADMIN-RETURN ADDRESS MAILING 01 - 110 - 65 - 00 - 5802 02 / 23 / 10 62 . 70
OFFICE SUPPLIES
02 LABELS * * COMMENT * *
INVOICE TOTAL : 62 . 70
2948425 01119110 01 ADMIN- ENVELOPES 01 - 110 - 65 - 00 - 5802 02 / 23 / 10 49 . 58
OFFICE SUPPLIES
INVOICE TOTAL : 49 . 58
2983030 01 / 20 / 10 01 ADMIN- HANGING BINDERS , 01 - 110 - 65 - 00 - 5802 02 /23 / 10 61 . 96
OFFICE SUPPLIES
02 CORRECTION TAPE * * COMMENT * *
03 FINANCE -DRY ERASE MARKERS 01 - 120 - 65 - 00 - 5802 14 . 39
OFFICE SUPPLIES
INVOICE TOTAL : 76 . 35
3008741 01 / 21 / 10 01 COMM/DEV- 3 SELF INKING STAMPS 01 - 220 - 65 - 00 - 5804 02 / 23 / 10 44 . 07
OPERATING SUPPLIES
INVOICE TOTAL : 44 . 07
3019273 01 / 21 / 10 01 ADMIN - HANGING BINDERS 01 - 110 - 65 - 00 - 5802 02 / 23 / 10 59 . 38
OFFICE SUPPLIES
INVOICE TOTAL : 59 . 38
- 20 -
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 21
TIME : 10 : 42 : 45 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 /2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
QUILL QUILL CORPORATION
3160616 01/ 27 / 10 02 WATER OP- RUBBER FINGERS 51 - 000 - 65 - 00 - 5804 02 /23 / 10 1 . 79
OPERATING SUPPLIES
INVOICE TOTAL : 1 . 79
936527 01/ 22 / 10 01 ADMIN- HANGING BINDERS RETURNED 01 - 110 - 65 - 00 - 5602 02 /23 / 10 - 29 . 69
OFFICE SUPPLIES
INVOICE TOTAL : - 29 . 69
948277 02 / 01 / 10 01 ADMIN-RETURNED HANGING BINDERS 01 - 110 - 65 - 00 - 5802 02 / 23 / 10 - 29 . 69
OFFICE SUPPLIES
INVOICE TOTAL : - 29 . 69
VENDOR TOTAL : 450 . 56
R0000594 BRIAN BETZWISER
030110 02 / 15/ 10 01 PW CAPITAL- 185 WOLF MARCH PYMT 21 - 000 - 75 - 00 - 7110 02 / 23 / 10 6 , 857 . 92
PW BUILDING PAYMENT
INVOICE TOTAL : 6 , 857 . 92
VENDOR TOTAL : 6 , 857 . 92
R0000745 SWMC
020510 02 / 05 / 10 01 ADMIN- CLERK ' S SEMINAR FOR 3 01 - 110 - 64 - 00 - 5604 02 / 10 / 10 90 . 00
TRAINING & CONFERENCES
02 PEOPLE * * COMMENT * *
INVOICE TOTAL : 90 . 00
VENDOR TOTAL : 90 . 00
SCHRADER SCHRADER , CHARLES H . & ASSOC .
0110 02 / 11 / 10 01 ADMIN- JANUARY - MARCH FEES 01 - 110 - 62 - 00 - 5401 02 /23 / 10 3 , 500 . 00
CONTRACTUAL SERVICES
INVOICE TOTAL : 3 , 500 . 00
VENDOR TOTAL : 3 , 500 . 00
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 22
TIME : 10 : 42 : 45 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
SECGROUP SEC GROUP , INC .
63821 10 /20 / 09 01 MFT - GAME FARM ROAD PLAT OF 15 - 000 - 75 - 00 - 7106 02 / 23 / 10 2 , 420 . 00
GAME FARM SURVEYING
02 HIGHWAYS * * COMMENT * *
INVOICE TOTAL : 2 , 420 . 00
VENDOR TOTAL : 2 , 420 . 00
SERVMASC SERVICEMASTER COMM . CLEANING
145642 01 / 15 / 10 01 ADMIN- MONTHLY JANITORIAL FOR 01 - 110 - 62 - 00 - 5406 02 / 23 / 10 1 , 188 . 00
OFFICE CLEANING
02 CITY OFFICES * * COMMENT * *
INVOICE TOTAL : 1 , 188 . 00
VENDOR TOTAL : 1 , 188 . 00
SEYFARTH SEYFARTH SHAW LLP
1679202 01/29 / 10 01 POLICE- LEGAL MATTERS 01 - 210 - 64 - 00 - 5607 02 /23 / 10 365 . 00
POLICE COMMISSION
02 POLICE -LEGAL MATTERS 01 - 210 - 61 - 00 - 5300 456 . 25
LEGAL SERVICES
INVOICE TOTAL : 821 . 25
VENDOR TOTAL : 821 . 25
SHELL SHELL OIL CO .
065159923002 02 / 02 / 10 01 STREETS -GASOLINE 01 - 410 - 65 - 00 - 5812 00204413 02 /23 / 10 610 . 53
GASOLINE
02 WATER OP - GASOLINE 51 - 000 - 65 - 00 - 5812 610 . 53
GASOLINE
03 SEWER OP - GASOLINE 52 - 000 - 65 - 00 - 5812 610 . 53
GASOLINE
INVOICE TOTAL : 1 , 831 . 59
065252843002 02 / 02 / 10 01 STREETS - GASOLINE 01 - 410 - 65 - 00 - 5812 02 / 23 / 10 241 . 85
GASOLINE
-22 -
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 23
TIME : 10 : 42 : 45 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 /2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
SHELL SHELL OIL CO .
065252843002 02 / 02 / 10 02 WATER OP -GASOLINE 51 - 000 - 65 - 00 - 5812 02 /23 / 10 241 . 85
GASOLINE
03 SEWER OP - GASOLINE 52 - 000 - 65 - 00 - 5812 241 . 86
GASOLINE
INVOICE TOTAL : 725 . 56
VENDOR TOTAL : 2 , 557 . 15
SHREDIT SHRED- IT
021354341 01/ 12 / 10 01 ADMIN- SHREDDING SERVICES 01 - 110 - 62 - 00 - 5401 02 /23 / 10 136 . 00
CONTRACTUAL SERVICES
INVOICE TOTAL : 136 . 00
VENDOR TOTAL : 136 . 00
STREICH STREICHERS
I706517 01/ 26 / 10 01 POLICE - 3 POLO SHIRTS 01 - 210 - 62 - 00 - 5421 02 /23 / 10 40 . 98
WEARING APPAREL
INVOICE TOTAL : 40 . 98
I706657 01 /26/ 10 01 POLICE- 2 POLO SHIRTS 01 - 210 - 62 - 00 - 5421 02 /23 / 10 59 . 98
WEARING APPAREL
INVOICE TOTAL : 59 . 98
I708481 02 / 01 / 10 01 POLICE- 2 POLO SHIRTS 01 - 210 - 62 - 00 - 5421 02 / 23 / 10 59 . 98
WEARING APPAREL
INVOICE TOTAL : 59 . 98
I708646 02 / 02 / 10 01 POLICE - 3 POLO SHIRTS 01 - 210 - 62 - 00 - 5421 02 /23 / 10 99 . 96
WEARING APPAREL
INVOICE TOTAL : 99 . 96
VENDOR TOTAL : 260 . 90
TAPCO TAPCO
-23 -
DATE : 02 / 16/ 10 UNITED CITY OF YORKVILLE PAGE : 24
TIME : 10 : 42 : 45 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TAPCO TAPCO
334571 01 / 25/ 10 01 MFT - SIGNS 15 - 000 - 75 - 00 - 7007 02 / 23 / 10 190 . 95
SIGNS
INVOICE TOTAL : 190 . 95
334780 01/26/ 10 01 MFT - POSTS 15 - 000 - 75 - 00 - 7007 02 /23 / 10 55 . 00
SIGNS
INVOICE TOTAL : 55 . 00
VENDOR TOTAL : 245 . 95
TRAFFIC TRAFFIC CONTROL CORPORATION
0000041275 01 / 28 / 10 01 STREETS - SIGNAL REPAIR AT 34 & 01 - 410 - 62 - 00 - 5414 02 /23 / 10 650 . 00
MAINTENANCE- TRAFFIC SIGNAL
02 COUNTRYSIDE * * COMMENT * *
INVOICE TOTAL : 650 . 00
VENDOR TOTAL : 650 . 00
TUCKER TUCKER DEVELOPMENT CORP .
012510 - STREBATE 02 / 10 / 10 01 FINANCE - SALES TAX REBATE 01 - 120 - 78 - 00 - 9003 02 / 23 / 10 14 , 375 . 75
SALES TAX REBATE
INVOICE TOTAL : 14 , 375 . 75
VENDOR TOTAL : 14 , 375 . 75
TUFFY TURFY AUTO SERVICE CENTER
15001 01 / 28 / 10 01 POLICE -OIL CHANGE 01 - 210 - 62 - 00 - 5409 02 / 23 / 10 29 . 95
MAINTENANCE - VEHICLES
INVOICE TOTAL : 29 . 95
15120 02 / 05/ 10 01 POLICE -OIL CHANGE 01 - 210 - 62 - 00 - 5409 02 / 23 / 10 25 . 95
MAINTENANCE - VEHICLES
INVOICE TOTAL : 25 . 95
15123 02 / 05 / 10 01 POLICE - OIL CHANGE 01 - 210 - 62 - 00 - 5409 02 / 23 / 10 29 . 95
MAINTENANCE - VEHICLES
INVOICE TOTAL : 29 . 95
VENDOR TOTAL : 85 . 85
- 24 -
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 25
TIME : 10 : 42 : 45 DETAIL BOARD REPORT
ID : AP441000 - WOW
INVOICES DUE ON/BEFORE 02 / 23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
UPS UNITED PARCEL SERVICE
00004296X2040 01 /23 / 10 01 ADMIN- 1 PKG . TO KFO 01 - 110 - 65 - 00 - 5808 02 / 23 / 10 33 . 43
POSTAGE & SHIPPING
02 FINANCE - 1 PKG . TO TOM GARDINER 01 - 120 - 65 - 00 - 5808 30 . 76
POSTAGE & SHIPPING
INVOICE TOTAL : 64 . 19
00004296X2050 01/ 30 / 10 01 FINANCE- 1 PKG . TO ILLINOIS 01 - 120 - 65 - 00 - 5808 02 /23 / 10 64 . 24
POSTAGE & SHIPPING
02 COMPTROLLER , 1 PKG . TO BANK OF * * COMMENT * *
03 NEW YORK ° * COMMENT * *
04 ADMIN- 1 PKG . TO KFO 01 - 110 - 65 - 00 - 5808 64 . 22
POSTAGE & SHIPPING
05 POLICE- 1 PKG . TO STREICHERS 01 - 210 - 65 - 00 - 5808 11 . 67
POSTAGE & SHIPPING
06 WATER OP- 1 PKG . TO ILEPA 51 - 000 - 65 - 00 - 5808 50 . 63
POSTAGE & SHIPPING
INVOICE TOTAL : 190 . 76
VENDOR TOTAL : 254 . 95
VEOLIA VEOLIA ES SOLID WASTE MIDWEST
T0519339 01 / 25 / 10 01 HEALTH & SANITATION- JANUARY 01 - 540 - 62 - 00 - 5442 02 / 23 / 10 95 , 951 . 36
GARBAGE SERVICES
02 SERVICE * * COMMENT * *
INVOICE TOTAL : 95 , 951 . 36
VENDOR TOTAL : 95 , 951 . 36
VESCO VESCO
32983 01 / 20 / 10 01 COMM/DEV-LABELING TAPE 01 - 220 - 65 - 00 - 5804 02 / 23 / 10 79 . 24
OPERATING SUPPLIES
INVOICE TOTAL : 79 . 24
VENDOR TOTAL : 79 - 24
WATERSYS WATER SOLUTIONS UNLIMITED , INC
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 26
TIME : 10 : 42 : 45 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 /2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
WATERSYS WATER SOLUTIONS UNLIMITED , INC
27804 01 /27/ 10 01 WATER OP - PHOSPHATE 51 - 000 - 62 - 00 - 5407 00204377 02 /23 / 10 1 , 507 . 50
TREATMENT FACILITIES O&M
INVOICE TOTAL : 1 , 507 . 50
VENDOR TOTAL : 1 , 507 . 50
WESLEY WESLEY PROPERTY CORP .
112509 02 / 08 / 10 01 FINANCE - JULY - SEPTEMBER 2009 01 - 120 - 78 - 00 - 9003 02 / 23 / 10 36 , 633 . 57
SALES TAX REBATE
02 SALES TAX REBATE * * COMMENT * *
INVOICE TOTAL : 36 , 633 . 57
VENDOR TOTAL : 36 , 633 . 57
WHOLTIRE WHOLESALE TIRE
132251 01/ 29 / 10 01 POLICE - BRAKE PADS , FUSE 01 - 210 - 62 - 00 - 5409 02 /23 / 10 135 . 01
MAINTENANCE - VEHICLES
INVOICE TOTAL : 135 . 01
132258 01 /29/ 10 01 POLICE - FRONT & BACK ROTORS 01 - 210 - 62 - 00 - 5409 02 /23 / 10 414 . 56
MAINTENANCE - VEHICLES
INVOICE TOTAL : 414 . 56
132325 02 / 04 / 10 01 POLICE - BRAKE PAD SET , ROTORS 01 - 210 - 62 - 00 - 5409 02 /23 / 10 326 . 30
MAINTENANCE - VEHICLES
INVOICE TOTAL : 326 . 30
VENDOR TOTAL : 875 . 87
YBSD YORKVILLE BRISTOL
0551 - 007677258 01/ 31 / 10 01 WATER OP - JANUARY BIOSOLIDS 51 - 000 - 62 - 00 - 5407 00204415 02 / 23 / 10 6 , 296 . 62
TREATMENT FACILITIES O&M
INVOICE TOTAL : 6 , 296 . 62
VENDOR TOTAL : 6 , 296 . 62
- 26 -
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 27
TIME : 10 : 42 : 45 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 /23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
YORKLIBR YORKVILLE PUBLIC LIBRARY
013110 -DEVELOP 02/ 08 / 10 01 TRUST & AGENCY- DEVELOPMENT 95 - 000 - 78 - 00 - 9009 02 / 23 / 10 3 , 150 . 00
LIBRARY DEV FEE PAYMENTS
02 FEES FOR 11 / 09 , 12 / 09 , 01 / 10 * * COMMENT * *
INVOICE TOTAL : 3 , 150 . 00
VENDOR TOTAL : 3 , 150 . 00
YORKNAPA YORKVILLE NAPA AUTO PARTS
905091 01 / 05 / 10 01 STREETS - GREASE CART 01 - 410 - 65 - 00 - 5804 02 / 23 / 10 26 . 90
OPERATING SUPPLIES
INVOICE TOTAL : 26 . 90
905242 02 / 08 / 10 01 STREETS - SPARK PLUGS , PUMICE 01 - 410 - 65 - 00 - 5804 02 / 23 / 10 18 . 37
OPERATING SUPPLIES
INVOICE TOTAL : 18 . 37
905559 01 / 08 / 10 01 STREETS -WIPER BLADES , WIPER 01 - 410 - 65 - 00 - 5804 02 /23 / 10 100 . 09
OPERATING SUPPLIES
02 SOLVENT * * COMMENT * *
INVOICE TOTAL : 100 . 09
906612 01 / 19 / 10 01 WATER OP - FUSE HOLDER 51 - 000 - 62 - 00 - 5409 02 /23 / 10 1 . 42
MAINTENANCE -VEHICLES
INVOICE TOTAL : 1 . 42
906708 01119110 01 WATER OP- FUSES 51 - 000 - 62 - 00 - 5409 02 / 23 / 10 2 . 40
MAINTENANCE -VEHICLES
INVOICE TOTAL : 2 . 40
907542 01 /27 / 10 01 WATER OP - OIL FILTER 51 - 000 - 62 - 00 - 5409 02 / 23 / 10 2 . 48
MAINTENANCE -VEHICLES
INVOICE TOTAL : 2 . 48
VENDOR TOTAL : 151 . 66
YORKPDPC YORKVILLE POLICE DEPT .
- 27-
DATE : 02 / 16 / 10 UNITED CITY OF YORKVILLE PAGE : 28
TIME : 10 : 42 : 45 DETAIL BOARD REPORT
ID : AP441000 . WOW
INVOICES DUE ON/BEFORE 02 / 23 / 2010
INVOICE # INVOICE ITEM
VENDOR # DATE # DESCRIPTION ACCOUNT # P . O . # DUE DATE ITEM AMT
YORKPDPC YORKVILLE POLICE DEPT .
012610 01/ 26 / 10 01 ADMIN-MONEY ORDER FOR LIQUOR 01 - 110 - 65 - 00 - 5804 02 / 23 / 10 78 . 50
OPERATING SUPPLIES
02 LICENSE BACKGROUND CHECK * * COMMENT * *
INVOICE TOTAL : 78 . 50
VENDOR TOTAL : 78 . 50
YORKPOST YORKVILLE POSTMASTER
020810 02 / 08 / 10 01 WATER OP- 02 / 28 / 10 UTILITY 51 - 000 - 65 - 00 - 5808 02 / 23 / 10 21000 . 00
POSTAGE & SHIPPING
02 BILLING POSTAGE * * COMMENT * *
INVOICE TOTAL : 2 , 000 . 00
VENDOR TOTAL : 2 , 000 . 00
YORKPR YORKVILLE PARK & RECREATION
013110 -DEVELOP 02 / 06/ 10 01 TRUST & AGENCY - DEVELOPMENT 95 - 000 - 78 - 00 - 9012 02 /23 / 10 300 . 00
PARKS/REC CAPITAL PAYMENTS
02 FEES FOR 11 / 09 , 12 / 09 , 01 / 10 * * COMMENT * *
INVOICE TOTAL : 300 . 00
VENDOR TOTAL : 300 . 00
YORKSCHO YORKVILLE SCHOOL DIST # 115
013110 - LC 02 / 08 / 10 01 TRUST & AGENCY -LANDCASH FOR 95 - 000 - 78 - 00 - 9011 02 / 23 / 10 5 , 307 . 60
SCHOOL LAND CASH PMTS
02 11109 , 12 / 09 , 01 / 10 * * COMMENT * *
INVOICE TOTAL : 5 , 307 . 60
VENDOR TOTAL : 5 , 307 . 60
TOTAL ALL INVOICES : 456 , 712 . 62
_ 2g _
UNITED CITY OF YORKVILLE
PAYROLL SUMMARY
1 /30/2010
REGULAR OVERTIME TOTAL IMRF S. SECURITY TOTALS
ADMINISTRATION 7,967.82 0.00 73967.82 727.47 550.54 9,245.83
FINANCE 91007.74 0.00 91007.74 822.41 669.67 10,499.82
COMMUNITY REL. 2,500.00 0.00 2,500.00 228.25 147.37 21875.62
ENGINEERING 312131 .93 0.00 31 , 131 .93 21842.34 21320.21 36,294.48
POLICE 118, 153.61 11908.28 120,061 .89 637.85 85929.82 129,629.56
COMMUNITY DEV. 91644.88 0.00 91644.88 811 . 18 711 .79 111167.85
STREETS 9,589.62 15685.37 11 ,274.99 11124.66 792. 19 13, 191 .84
WATER 112737.64 60.41 11 ,798.05 11143.80 890.78 13,832.63
SEWER 7,874. 19 0.00 73874. 19 761 .71 567.76 91203.66
PARKS 12,686.02 0.00 12,686.02 1 ,240.94 963.69 14,890.65
RECREATION 14378077 0.00 14,780.77 11291 .76 11107.44 17, 179.97
REC. CENTER 8, 118.94 0.00 1 8, 118.94 381 . 59 615.48 91116.01
LIBRARY 185429.36 0.00 18,429.36 1 788. 10 1 11387.84 20,605.30
TOTALS 2615622.52 31654.06 265,276.58 12,802.06 195654.58 297,733 .22
TOTAL PAYROLL 1 /30/2010 2971733.22
TOTAL INVOICES 0. 00
TOTAL DISBURSEMENTS 297,733 .22
_ 9q _
UNITED CITY YORKVILLE
PAYROLL SUMMARY
PAY PERIOD ENDING 1 /31 /10 PAID ON 2/19110
SOCIAL
REGULAR SECURITY IMRF TOTALS
MAYOR & LIQUOR COM. 908.33 58.24 0. 00 966.57
CLERK 741 .67 56.73 45.65 844.05
TREASURER 400. 00 30.60 36.52 467. 12
ALDERMAN 1 47000.00 268. 31 250. 31 4, 518.62
TOTALS 63050. 00 413.88 332.48 6,796.36
TOTAL PAYROLL 1 /15/2010 61796. 36
TOTAL DISBURSEMENTS 61796.36
- an -
UNITED CITY OF YORKVILLE
SUMMARY SHEET"
2/23/2010
TOTAL PAYROLL FOR ELECTED OFFICIALS 2119/2010 $6, 796. 36
TOTAL PAYROLL 1 /3012010 2977733. 22
TOTAL INVOICE 2/23/2010 $4565712 . 62
TOTAL DISBURSEMENTS $761 ,242. 20
-q,-
�,�<.D CI py Reviewed By: Agenda Item Number
`) �, O
J 4 � Legal ❑
ET. 1 8 leas Finance El
S
�\ Engineer ❑ Tracking Number
-t o y City Administrator ❑
O ��, n
awr O Consultant ❑ C C �b�l� l �
GILE X�
Agenda Item Summary Memo
Title: Appointment to Zoning Board of Appeals
Meeting and Date• City Council 2/23/10
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by: Mayor Burd
Name Department
Agenda Item Notes:
Date Received ll 13 106 Initials C/
United City of Yorkville Commission & Committee Application —U—
To be considered for a commission or committee, please complete this application and return to the
Deputy Clerk at: United City of Yorkville ` 800 Game Farm Road w Yorkville, Illinois 60560 w
630 / 553-4350 w fax: 630/553-7575
Name: Don M. Hirsch
Address:
Phone: Home: Cell: Fax
Please indicate the Commission/Committee(s) that you would like to participate on :
[ ] Fagade Program Committee [ ] Plan Commission
[ ] Fire and Police Commission [ ] Park Board
[ ] Human Resources Commission [ h ] Zoning Board of Appeals
[ ] Library Board [ ] Yorkville Green Committee
The following questions help in selection of committee members.
1 . Indicate your experience (personal and/or work) that will help you in serving the residents of
the United City of Yorkville.
I grew up on a farm south of town & went to school in Yorkville. I graduated from Illinois State
University with a degree in Education , Industrial Technology. I have worked for local builders
as a crew member, IDOT as an equipment operator, Ford Marketing , Customer Service
Division, Davenport, la. , and Caterpillar Inc. in Manufacfuring , Information Technology,
Purchasing, Facilities Engineering , and Human Resources.
2. Why do you want to serve on a Commission/Committee for the United City of Yorkville?
Since one of the members has moved to Naperville, I would like the opportunity to give back to
my community by using the knowledge & skills I have gained in the above mentioned
experiences .
Thank you for your interest in being a part of the development of the United City
of Yorkville!
It is the policy of the United City of Yorkville to promote nondiscriminatory practices in its hiring, and its contractual
undertakings. It is the policy of the City to conform with all aspects of Federal Civil Rights legislation including the Equal
Employment Opportunity Act and all State Civil Rights Legislation.
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i understan at s part of the proce s of being considered, it is the City's policy to perform a cursory background
investiga ' on a yon eing consi r d for appoin ent to one of the commissions or committees.
r
at of Applic nt Date
X'(060 c/). Reviewed By: Agenda Item Number
J2 T Legal ❑
1836
EST. , Finance ❑
Engineer ❑ Tracking Number
Lei , y City Administrator ❑
Consultant El C C O C O
❑
<CE `Vv
Agenda Item Summary Memo
Title: Appointment to Human Resources Commission
Meeting and Date• City Council 2/23/10
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by: Mayor Burd
Name Department
Agenda Item Notes:
C'C : I1/Al��� Rte lb �io
I
pate Received I -, l 0 Initials
United City of Yorkville Commission Committee Application
To be considered for a commission or committee, please co Implete this application and return to the
Deputy Clerk at: United City of Yorkville * 800 Game Farm ,Road " Yorkville, Illinois 60560 "
630 / 553-4350 fax; 630/553-7575
Name Amy Baud_ ouin
Address
Phone. Home Work 630.482.8109 direct I ' e Fax 630.978.2709 work
i
Please indicate the Commission/Committee(s) that you wo. I IId like to participate on:
[ ] Fagade Program Committee [ ] Plan Co iinission
[ ] Fire and Police Commission [ ] Park Bo rd
(X ] Human Resources Commission ( ] Zoning E lard of Appeals
[ j Library Board [ ] Yorkville Green Committee
The following questions help in selection of committee men i
I bars.
1 . Indicate your experience (personal and/or work) that Twill help you in serving the residents of
the United City of Yorkville.
Servicing a non-profit agency during my 19-year car . r in public health, I have developed a
passion for building solutions that address social iss les within communities. My experience
allows me to effectively work with groups of people t J identify needs and meet goals on both
large and small-scale activities.
I
2 , Why do you want to serve on a Commission/Comm!. ee for the United City of Yorkville?
Simply, I believe in Yorkville and the people that res a here as my neighbors, community
members and professionals. I have been a proud rE � ident since 2001 and recently a graduate
of the Citizen Police Academy in 2009,
I
Thank you for your interest in being a part of it development of the United City
of Yorkville)
I
it is the policy of the United City of Yorkville to promote nondiscrin Ihatory practices in its hiring , and its contractual
undertakings, It is the policy of the City to conform with all aspects of .Federal Civil Rights legislation Including the Equal
Employment Opportunity Act and all State Civil Rights Legislation,
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I understand that as part of the process of being considered, it is I i I City's policy to perform a cursory background
investigation on yone being considered forappointment to one of the ;commfsslons or committees.
Signature o( Appl' ant Date
0 co. Reviewed By: Agenda Item Number
Z) �-n Legal ❑
EST. , 1836 Finance ❑
Engineer ❑ Tracking Number
4 F1 L n y City Administrator
Consultant ❑ C a O I
Agenda Item Summary Memo
Title: Appointment to Building Code Update Committee
Meeting and Date: City Council 2/23/10
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by: Mayor Burd
Name Department
Agenda Item Notes:
- - - CC = f✓iA4�t �7�4
Date Received : ' U Initials
I
nited City of Yorkville Commission & Committee Appl]aatlon
To be cons! Bred fora commission or committee, please complete this application and return to the
Deputy Cfer at: United City of Yorkville * 800 Game Farm Road * Yorkville, Illinois 60560 "
6301653 60 * fax, 6301553-7576
Name R2) 4A4 7D0 1 Z
Address
Phony Hoe Work fo30tt,,2` 404ra Fax op o y„zg 4,aa>
Please Indic Ae the CommisslonfCommittes(s) that you would like to participate ant
[ ] Fa lade Program Committee [ ] plan Commission
( ] Fir i and Police Commission ❑ Park Board
[ ]
Hunan Resources Commission [ ] Zoning Board of Appeals
L ] Lit ry Board [ ] Yorkville Green Co 'Else
� d f}oC Cif-r�n�i�c �,e $'tu'Cc�'tc�P Gov �ler�
The followln I questions help In selection of committee membe4s,
t , Indic to your expedo nos (personal and/or work) that will help you In serving the residents of
the u ited City of Yorkvlila,
LEa ,v 5u 6t tC�f P,cr! �Lr,( yui et� /faJ�JO
21 Why i lo you want to serve on a Commission/Committee for the United City of Yorkvllie7
Thankyot for your Interest In 4191179 a part of the davelopment of the United City
of Yo It
It is the policy of the United City of Yorkville to promote nondlscriminelory pracde#t in Its hiring, and Its wnimetual
undertakings. I$ the potloy of the City to conform with all aspects of Federal Civil Rights legislation including the Equal
Employment Cilpartunity Act and all Slats Civil RUNS Legislation,
**"*&*"2*04ti n Re"OFF FF 06 k***M***H*b""*vNp****/******I"fp"0 OFF f/****"MM*H****fu/*R*Mt►
I under6land 0 at as part of the process of being cortstdumd, It Is the City's poffoy to pprforrn a cursory hackgrovad
Investigation oil anyone baing considered for oppofntmant fo one of the commissions mcommtNaas,
OS �l U
Slonaturo of p want Data '
Page: 3/$ Date: 2/5/2010 2:53:28 PM
GLADSTONE
SPECIAL ASSET SOLUTIONS
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January 21, 2010
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The Honorable Valerie Burd
Mayor of the United City of Yorkville
800 Game Farm Road
Yorkville, Illinois 60560
i
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Mayor Butd:
I
it is with sincere interest I ask for your consideration to be appointed to the ad boo committee being formed to analyze
and recommend a co=c of action to the Yorkville Economic Development Committee and Yorkville City Council
regarding the implementation of the 2009 International Building Code. Over the last eighteen months I have served on
muld0e; wariing groups in neighboring communities such as North Aurora and Plainfield, end in other communities
that have reviewed and takon action addressing building codes, fees, and other development issues.
My experiences with other municipalities were suecossful because a venue was created and the necessary time was
invested to share multiple viewpoints, evaluate their costs and benefits; I.e. economic, political, and social, and truly
examine their consequences—both intended and antntcndcd- of the proposed actions,
I attended the Yorkville &onornio Development Committee on December It 2010 and much to everyone's surprise, I
did not speak for or against the proposed change. I simply asked for further review and careful consideration of the
proposed building code changes and only would it be appropriate forme to take a position on the issue, Now that you
have elected to create such on ad hoc cornmiticc. I am willing to participate in the discussion and endeavor to find a
solution that makes Yorkville compcddvo against other municipalities, but does not sacrifice the health, safety, or
welfare of its current or future resit tents.
As a localiymbased and frtmiiyaowncd homebuilder, and as one of the first. and today as the only viable builder in the
Grande Reserve subdivision, I am truly committed to the success of subdivision, and more importantly, the tong-term
success of the entire Yorkville community.
If you would like to speak with me rc my interns/ in your ad hoe committee or any other matter, please call me
anytime on my cell phgDe at I look forward to working with you and others and continuing to build
upon our a dy s g lotionshlp with your community,
Raspec i ' sub tted,
Ad L, ont
Vice P ideM
Acquisition & Guvc menu Relations
cc: Mr. Bert Olson
City Administrator,
United City of Yorkvillo
536 Sycamore Lana I Norlh A,roro, aanola 69542 1 Phone; 1630) 20196148 1 Fa: (630) 4284021 � w w .glod baefperJnbuebelueea earn
i
i
i
`,QED C/py Reviewed By: Agenda Item Number
J� 0e Legal ❑ L
K or kk t I
Finance ❑
EST. , 1636
Engineer ❑ Tracking Number
City Administrator ❑
4. O Consultant ❑ �i ?C) C) _ a
<CE El
Agenda Item Summary Memo
Title: Appointments to Adhoc Committee on Senior Issues
Meeting and Date: City Council 2/23/10
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by: Mayor Burd
Name Department
Agenda Item Notes:
Cc I jt- gvog- bu„eb
Date Received r 51/0 Initials
United City of Yorkville Commission & Committee Application
To be considered for a commission or committee, please complete this application and return to the
Deputy Clerk at: United City of Yorkville * 800 Game Farm Road * Yorkville , Illinois 60560 x
630 / 553-4350 * fax: 630/553-7575
Name P°RA&PA &IO&OL
Address
Phone: Home Work 430 Fax 63() - 920 - J
Please indicate the Commission/Committee(s) that you would like to participate on:
[ ] Facade Program Committee ( ] Plan Commission
[ ] Fire and Police Commission [ ] Park Board
[ ] Human Resources Commission ( ] Zoning Board of Appeals
[ ] Library Board [ ] Yorkville Green Committee
r� �'huege�bQ.Cfk� r."ayn,yn,,aa�;�, rn.��1M�,n2��Q.a.a.r.ua.�
The following questions help in selection of committee members.
1 . Indicate your experience (personal and/or work) that will help you in serving the residents of
the United City of Yorkville .rr
2. Why do you want to serve on mission/ o mittee for the Un ed City of Yorkville .
'4 6x
Thank you for your interest in bet g a p rt of the development of the United City
of Yorkville!
It is the policy of the United City of Yorkville to promote nondiscriminatory practices in its hiring, and its contractual
undertakings. It is the policy of the City to conform with all aspects of Federal Civil Rights legislation including the Equal
Employment Opportunity Act and all State Civil Rights Legislation,
Ww+x++fwwwwxt�x'A'w'kwwwwwwww*kwk+Awwwwwww*xxx+'k+lrfwwwwwwx*wk<1w*www'Ywkrxi:slkwwwxwwwk+wwxkwwwwwwxx l+.Fkfkwwwwwwwwx+d*f• '.
1 understand that as part of the process of being considered, it is the City's policy to perform a cursory background
investigation on anyone being considered for appointment to one of the commissions or committees.
Si nature of Applicant Dete
I
Date Received d/5110 Initials _
United City of Yorkville Commission & Committee Application
To be considered for a commission or committee, please complete this application and return to the
Deputy Clerk at, United City of Yorkville w 800 Game Farm Road * Yorkville, Illinois 60560
630 ! 553-4350 * fax. 630!553-7575
Name RoBeRr SKiaCfot2e
Address
Phone: Home Work Fax
Please indicate the Commission/Committee(s) that you would like to participate on:
[ ] Fagade Program Committee [ ] Plan Commission
[ ] Fire and Police Commission [ J Park Board
[ ] Human Resources Commission [ ] Zoning Board of Appeals
[ ] Library Board [ ] Yorkville 7 ' Green Committee
C'-Q Y14. 0 us lka4unn.�
The following questions help in selection of committee members.
1 . Indicate your experience (personal and/or work) that will help you in serving the residents of
the United City of Yorkville .
I have gone through the ageing pawess with Avo sets of parents. Through this 1 have s®eu
how the social programs from a community hospital and social groups have helped the
quality of their later years. I have been instrumental in setting up a food and gift program
with the Knights of Columbus that has aided families in need that are outside the normal
welfare system.
2 . Why do you want to serve on a Commission/Committee for the United City of Yorkville?
I feel drat d should give baa, my ulnae and Wents to help those that ,a oe need.
Thank you for your interest in being a part of the development of the United City
of Yorkville!
it is the policy of the United City of Yorkville to promote nondiscriminatory practices in its hiring, and its contractual
undertakings. It is the policy of the City to conform with all aspects of Federal Civil Rights legislation including the Equal
Employment Opportunity Act and all State Civil Rights Legislation.
wwwwwwwwww***+x+xx+x*xwww*+**,F*************+*++*:t++w*w++++++ww+++++ww+w*++wwwwww+wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww
I understand that as part of the process of being considered, it is the City's policy to perform a cursory background
investigation on anyone being considered for appointment to one of the commissions or committees.
Signature of Applicant Date
i
I
C/p` Reviewed By: Agenda Item Number
J= , T Legal ❑
les
EST. 183 Finance F1 M (J r5
1 Engineer ❑
City Administrator
Tracking Number
9 � �O Police ❑
`��� Human Resources ❑
�y<CE
Public Works ❑
City Council Agenda Item Summary Memo
Title: OSLAD Development Grant -Discussion
City Council/Committee Agenda Date: City Council —February 23, 2010
Synopsis: See attached memo.
Council Action Previously Taken:
Date of Action: N/A Action Taken:
Item Number:
Type of Vote Required: N/A
Council Action Requested: Discussion, consensus on Park Board Board recommendation
Submitted by: Bart Olson Administration
Name Department
Agenda Item Notes:
4% Memorandum
To: City Council
EST. 1 - 7836 From: Bart Olson, City Administrator
CC:
O
p Date: February 19, 2010
X& Subject: OSLAD Development Grant - Discussion
CE
This agenda item was discussed at the February 11 "' Park Board meeting. At that
meeting, the Park Board discussed the merits of selecting one of the two parks that are listed on
the attached memo for the OSLAD 2010 grant cycle. The Park Board recommended that the
City apply for the development of the Riverfront Park, rather than Grande Reserve Park B
(located along the ComEd utility lines and the BNSF railroad tracks).
The Park Board felt that Riverfront was a better choice than Grande Reserve Park B
because it is the crown jewel of the downtown. Also, with the whitewater recreational facility
opening this year, the Park Board felt it would be better to capitalize on the interest in the park
now by renovating it as soon possible. While these park improvements would be eligible to be
paid out of the Downtown TIF fund, the Park Board acknowledged that less than $ 100,000
currently exists in that fund and it is likely to be needed for other development opportunities in
the downtown.
The purpose of this agenda item is not to authorize an application for the OSLAD
development grant cycle, but rather to gain input on which park should be chosen for the grant
cycle. Upon direction from the Council, staff will prepare a more detailed park plan and compile
the application materials for approval at some point prior to the July 1 grant application deadline.
By starting this process in February, we should have time to discuss the actual park layout and its
components once, revise the design based on City Council and Park Board input, and then seek
approval of the application. The Park Board is also discussing the acquisition of parcels in
executive session at the next Park Board meeting. These parcels would be recommended for
acquisition under the OSLAD Acquisition Grant program, and will be presented to City Council
under executive session at a future meeting.
Finally, the Park Board acknowledged that the City does not have money to use as a local
match in the form of cash, so they are recommending using the property being held by Corlands
as our local match. As you may recall from last year' s discussion on the Bollweg property grant
application, it is possible for us to apply for these grants and receive $400,000 and $750,000
from the state (development grant and acquisition grant, respectively) and use no City funds.
Memorandum
To: Yorkville Park Board
EST. "` ::: 1536
From : Laura Schraw, City Park Designer
4 �! CC: Bart Olson, Scott Sleezer
O Date: January 21 , 2010
<kE w,?� Subject: Yorkville 2010 OSLAD Grant Applications
Staff would like to discuss potential OSLAD development grants for the 2010 cycle. Please see
the project name and description below.
1 ) Riverfront Park - development
Canoe chute is to be completed summer 2010
BAAD grant will extend road, include parking and ramp
Construction will be phased (multi-phase grant)
Add fishing pier to east end of design
Replace 14 year old playground
Add gathering space/perfornrance area
Shelter
Portable toilet shelter or permanent toilets
Trail extension
Fountain/ Interactive water feature
2) Grande Reserve B - development
Disc Golf Course
Community gardens
Trail connection
Playground
Mark Yergler thought that both of these projects would be competitive for the development
grants.
Bristol Bay has been left off the list but will be re-visited next year.
Potential acquisition projects will be discussed in executive session.
C/r` Reviewed By: Agenda Item Number
J� 0�n Legal ❑ P1A]t
EST. ' 1836 Finance ❑
Engineer 0 Tracking Number
City Administrator ❑
Consultant ❑ PW 2010-17
Agenda Item Summary Memo
Title: Stormwater Management Program Plan—Proposed Plan &Adopting Ordinance
Meeting and Date• February 23, 2010 City Council
Synopsis: Recommend approval of the stormwater plan and ordinance,with is needed to
achieve compliance with our NPDES permit from the Illinois EPA.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
First Reading.
Memorandum
EST , 1836 To: Bart Olson, City Administr or
.� From: Joe Wywrot, City Engineer
O
CC: Kathy Orr, City Attorney
��� Lisa Pickering, Deputy City Clerk
kE Date: February 8, 2010
Subject: Stormwater Management Program Plan — Proposed Plan &
Adopting Ordinance
Attached find a copy of our proposed Stormwater Management Program Plan and the proposed
ordinance adopting the plan. This document replaces a previous plan and establishes expanded
procedures that the city would follow to achieve compliance with the NPDES permit from the
Illinois EPA. The NPDES permit allows the city to discharge stormwater to ditches, creeks,
streams, and rivers. The IEPA requires that the plan have the following elements:
• Public Education and Outreach
• Public Participation/Involvement
• Construction Site Runoff Control
• Post-Construction Runoff Control
• Illicit Discharge and Elimination
• Pollution Prevention/Good Housekeeping
An April 2009 audit by the Illinois EPA revealed that our current plan is inadequate.
Consequently we have written this new plan, which uses much of the language of a template plan
prepared by the Lake County Stormwater Commission.
In order to implement the plan, we had to adopt supporting ordinances that give us the authority
to enforce and require developers and/or property owners to follow certain minimum standards
regarding stormwater. Recently we adopted ordinance for Post-Construction Stormwater Best
Management Practices (Ord. #2009-78) and Illicit Discharges (Ord. 2010-05) for this purpose.
Other ordinances needed for the plan were already in place, and all related ordinances have been
listed as in the appendices of the plan.
I recommend that this Stormwater Management Program Plan and the adopting ordinance be
approved. Please place this item on the February 16, 2010 Public Works Committee agenda for
consideration.
Ordinance No. 2010-
AN ORDINANCE ADOPTING A STORMWATER MANAGEMENT PROGRAM PLAN
FOR THE UNITED CITY OF YORKVILLE
WHEREAS, the United City of Yorkville (the "City") is a non home-rule municipality in
accordance with the Constitution of the State of Illinois of 1970 and has the powers granted to it by law;
WHEREAS, the City Council of the United City of Yorkville has discussed and considered that
it is in the best interests of the City to adopt a Stormwater Management Program Plan;
NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of
Yorkville, Kendall County, Illinois, as follows:
Section 1. That the United City of Yorkville Stormwater Management Program Plan, dated
February 23, 2010, a copy of which is attached as Exhibit A, is hereby approved.
Section 2. This Ordinance shall be in full force and effect upon its passage, approval, and
publication as provided by law.
Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this
day of , A.D. 2010.
CITY CLERK
ROBYN SUTCLIFF DIANE TEELING
GARY GOLINSKI ARDEN JOSEPH PLOCHER
WALTER WERDERICH MARTY MUNNS
ROSE ANN SPEARS GEORGE GILSON JR.
Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this
day of 2010.
MAYOR
United City of Yorkville
Stormwater Management
Program Plan
Eon
MORM
I& FR
Kendall County, Illinois
February 23, 2010
Table of Contents
1 Overview of the Stormwater Management Program Plan
1.1 Introduction 1
1.2 State & Federal Regulations 1
1.3 Organization of SMPP 2
1.4 Watersheds and Receiving Waters 2
2 Program Management
2.1 Implementation of the SMPP 5
2.2 Departmental Responsibilities 5
2.3 Coordination with the IEPA 6
3 The Program
3.1 Public Education and Outreach 7
3.1A Measurable Goals 7
3.2 Public Participation and Involvement 7
3.2A Measurable Goals 8
3.3 Construction Site Run-off Control 8
3.3A Complaints 8
3.313 Violation Notification Procedures 9
3.3C Measurable Goals 11
3.4 Post Construction Runoff Control 11
3.4A Long Term Operation and Maintenance 12
3.4B Site Inspection 12
3.4C Measurable Goals 13
3.5 Illicit Discharge Detection and Elimination 13
3.5A Regulatory Authority 13
3.513 Illicit Discharge/Illegal Dumping Notification 14
3.5C Understanding Outfalls and Illicit Discharges 14
3.51) Indirect Connections 15
3.5E Direct Connections 16
3.517 Access to Private Property 17
3.5G Confined Space Entry 17
3.5H Office Closeout 18
3.5I Source Identification 18
3.5J Removal of Illicit Discharges 19
3.5K Program Evaluation 20
3.5L Measurable Goals 24
3.6 Pollution Prevention and Good Housekeeping 20
3.6A Measurable Goals 25
i
4 Program and Performance Monitoring,Evaluation, & Reporting
4.1 Performance Milestones 26
4.2 Program Monitoring and Research 27
4.3 Program Evaluation 27
5 Appendix
5.1 Ord. 2003-19 Soil Erosion & Sediment Control Ordinance
5.2 Res. 2004-39 Standard Specifications for Improvements
5.3 Ord. 2008-01 Wetland Protection Regulations for Water Quality and
Stormwater Management
5.4 Ord. 2009-78 Post-Construction Stormwater Best Management Practices
5.5 Ord. 2010-05 Regulation of Illicit Discharges and Connections to the
Municipal Separate Stoma Sewer System
5.6 Ord. 94-4 Prohibiting Connection of Sanitary Sewage and Industrial
Wastewater into Storm Sewers and Other Highway Drainage
Systems
5.7 Ord. 2006-123 Water Conservation Regulations (Permanent Irrigation
Systems)
5.8 Ord. 2004-20 Water Conservation Regulations (Lawn Watering)
5.10 General Permit ILR40
5.11 NPDES/Erosion Control Inspection Report
5.12 Sample Notice of Violation Letter
5.13 Stormwater Basin Maintenance Plan (existing)
5.14 Stormwater Basin Maintenance Plan (new)
5.15 Stormwater Basin Annual Inspection Report
5.16 Illicit Discharge Tracking Form
5.17 Illicit Discharge Summary Form
5.18 Stormwater Outfall Inspection Form
5.19 Outfall Inspection Summary Form
5.20 Spill Response Notice
ii
1 Overview of the Stormwater Management Program Plan
1.1 Introduction
This Stormwater Management Program Plan (SMPP) was developed by the United City of
Yorkville based off a SMPP template created by the Lake County Stormwater Management
Commission. The purpose of the SMPP is to meet the minimum standards required by the United
States Environmental Protection Agency (USEPA) under the National Pollutant Discharge
Elimination System (NPDES) Phase 11 program. Federal regulations through the USEPA require
that all Municipal Separate Storm Sewer Systems (MS4s), partially or fully in urbanized areas based
on the 2000 census, obtain stormwater permits for their discharges into receiving waters.
The SMPP describes the procedures and practices that can be implemented by the City toward the
goal of reducing the discharge of pollutants within stormwater runoff in order to comply with
Federal standards. The SMPP is applicable to all properties within city limits. Compliance with the
plan is intended to protect water quality and contribute to the following amenities:
• cleaner lakes and streams,
• improved recreational opportunities and tourism,
• flood damage reduction,
• better aesthetics and wildlife habitat, and
• a safer and healthier environment for the citizens.
1.2 State & Federal Regulations
Federal environmental regulations based on the 1972 Clean Water Act (CWA) require that MS4s,
construction sites and industrial activities control polluted stormwater runoff from entering
receiving bodies of water (including navigable streams and lakes). The NPDES permit process
regulates the discharge from these sources based on amendments to CWA in 1987 and the
subsequent 1990 and 1999 regulations by the U.S. Environmental Protection Agency (USEPA). In
Illinois, the USEPA has delegated administration of the Federal NDPES program to the Illinois
Environmental Protection Agency (IEPA). On December 20, 1999 the IEPA issued a general
NPDES Phase 1I permit for all MS4s. Under the General ILR 40 Permit each MS4 was required to
submit a Notice of Intent (NOI) declaring compliance with the conditions of the permit by March
10, 2003. The original NOI describes the proposed activities and best management practices that
occurred over the original 5-year period toward the ultimate goal of developing a compliant SMPP.
At the end of the 5th year (March 1, 2008) the components of the SMPP were required to be
implemented; per the 1LR40 permit. The IEPA reissued the ILR 40 permit on April 1, 2009. The
reissued permit is included in Appendix 5.10.
Additionally, under the General ILR10 permit also administered IEPA, all construction projects that
disturb greater than 1 acre of total land area are required to obtain an NPDES permit from IEPA
prior to the start of construction. Municipalities covered by the General ILR40 permit are
automatically covered under ILR10 30 days after the IEPA receives the NOI from the municipality.
1
1.3 Organization of SMPP
The SMPP identifies best management practices to be implemented in six different categories.
These categories are:
• Public Education and Outreach
• Public Participation/Involvement
• Construction Site Runoff Control
• Post-Construction Runoff Control
• Illicit Discharge Detection and Elimination
• Pollution Prevention/Good Housekeeping
Chapter 1: Overview of the Stormwater Management Program Plan - discusses the format of the
SMPP document and the regulations associated with NPDES II through state and federal agencies.
Chapter 2: Program Management - discusses the logistics of the plan. This includes the
organization, implementation and responsible parties necessary to achieve overall compliance with
the SMPP and NPDES Permit. It also identifies how the United City of Yorkville coordinates with
other governmental agencies and discusses the legal authority that the MS4s have to implement the
plan components.
Chapter 3: The Program - addresses stormwater pollutant control measures implemented by the
United City of Yorkville per the six minimum control categories established by the USEPA.
Chapter 4: Monitoring, Program Evaluation and Reporting - describes the monitoring, evaluation
and reporting procedures associated with the program. The SMPP is a guide created to protect
United City of Yorkville receiving waters from pollution and resultant degradation. This chapter
assists in identifying best management practices and processes that may require modifications in the
fixture to help the document become an effective tool.
Chapter 5: Appendices—including forms, references, and exhibits.
1.4 Watersheds and Receiving Waters
The United City of Yorkville is primarily located within the Fox River watershed, with southern
areas tributary to the Illinois River. There are several receiving waters tributary to the Fox and
Illinois Rivers which are located within the Village. These streams include Blackberry Creek, Rob
Roy Creek, and Aux Sable Creek. Ponds, intermittent streams, and other on-stream bodies of water
are also considered part of the receiving water system.
Watershed. The land area that contributes stormwater to one of the two major rivers
draining Kendall County.
2
Sub-Watershed: The land area that contributes stormwater to one of the receiving waters
tributary to a major river.
Receiving Water; A natural or manmade system into which stormwater or treated
wastewater is discharged, including the Fox River,Illinois River, and their tributaries.
The major Watersheds and receiving waters are presented on Figure I Map of Major Sub-watershed
and Receiving Waters.
Fox River Watershed
The Fox River originates about 15 miles northwest of Milwaukee, Wisconsin. The river enters the
northeast comer of Kendall County at Montgomery. About 165 square miles of Kendall County
drain to the Fox River.
Major tributaries to the Fox River in Kendall County include Blackberry Creek, Rob Roy Creek,
Big Rock Creek, Little Rock Creek, Morgan Creek, Hollenback Creek, and Roods Creek. Only
Blackberry Creek, Rob Roy Creek,and Hollenback Creek are located within the current city limits.
The watersheds of the creeks within the city are primarily agricultural, although significant
development activity has occurred in the Blackberry Creek and Rob Roy Creek watersheds since
2000.
The Fox River watershed includes all or portions of the communities of Aurora, Millbrook,
Millington,Montgomery,Newark, Oswego,Plano, Sandwich,and Yorkville.
Illinois River Watershed
The Illinois River originates at the confluence of the Des Plaines and Kankakee Rivers in Grundy
County, about 10 miles southwest of Joliet, Illinois. About 155 square miles of Kendall County
drain to the Illinois River.
The Illinois River does not run directly through Kendall County, but reaches into the county via
Aux Sable Creek and Valley Run Creek. Only the Middle Branch of the Aux Sable Creek is located
within the current city limits.
The Middle Branch Aux Sable Creek is primarily agricultural, although some development activity
has occurred since 2000.
The Illinois River watershed includes all or portions of the communities of Joliet, Lisbon, Minooka
Plattville, Plainfield, and Yorkville.
3
Crook
s — 34
ko #any
cFfpk
4��1d`C3i-ice r Y ' X t t/
47
r
Kendall County 0 3.25 2.5 5
B
Watersheds
Figure 1. Map of Major Sub-Watersheds and Receiving Waters
4
2 Program Management
This Chapter describes the organizational structures of the United City of Yorkville and
the Illinois EPA. It further discusses the roles and responsibilities of the involved parties.
2.1 Implementation of this SMPP
The SMPP includes tasks that are required to meet the permit conditions under the
NPDES 11 program and how to perform these tasks. These forms should be printed
annually and the progress of all tasks tracked. At the end of the yearly reporting period
(March 1 — February 28/29) the forms should be filed in a binder to document SMPP
related activities to IEPA in the case of an audit. It is anticipated that implementation of
this SMPP constitutes compliance with the program. The SMPP will be posted on the
United City of Yorkville's website.
2.2 Departmental Responsibilities
The City Council is the policy and budget setting authority for United City of Yorkville.
The Engineering, Community Development, and Public Works Departments work
together to implement this SMPP. The City Engineer has primary responsibility for
managing the overall program. The city will also work with Kendall County and adjacent
municipalities regarding stormwater issues.
The Community Development Department is designated as the primary entity responsible
for performing the duties related to Public Education and Outreach and Public
Participation and Involvement. Much of this work will be achieved through coordination
with the Green Committee. The Engineering Department is designated as the primary
entity responsible for performing the duties related to Construction Site Runoff Control,
Post-Construction Runoff Control, and Illicit Discharge Detection and Elimination
activities. The Building Department will assist as necessary by performing certain duties
during the construction of private developments. The Public Works Department is
designated as the primary entity responsible for performing the duties related to Pollution
Prevention and Good Housekeeping.
Measurable goals are established to document the efforts performed by the various city
departments and ultimately the effectiveness of the SMPP. Those departments
responsible for implementation of the SMPP shall perform, record, and forward monthly
report memos to the City Engineer regarding their individual areas of responsibility. The
report memos shall be prepared and forwarded during the first week of the following
month. The City Engineer shall use these reports in preparing the annual report to the
Illinois EPA.
5
2,3 Coordination with the IEPA
The United City of Yorkville is required to complete annual reports which describe the
status of compliance with the ILR40 permit. The annual report will be posted on the
City's website and submitted to the IEPA by the first day of June each year. Annual
reporting to IEPA should include information regarding SMPP goals that are in
compliance as well as those goals that need further work or modification.
Records regarding the completion and progress of the SMPP commitments will be
documented on task sheets and updated throughout the year. The completed task sheets
should be located in a binder with necessary supporting documentation. The binder will
be available for inspection by both IEPA and the general public.
6
3 The Program
This Stormwater Management Program Plan includes six components, each of which is
necessary to reduce/eliminate stormwater pollution in receiving water bodies. These are:
• Public Education and Outreach
• Public Participation and Involvement
• Construction Site Runoff Control
• Post-Construction Runoff Control
• Illicit Discharge Detection and Elimination
• Pollution Prevention and Good Housekeeping
3.1 Public Education and Outreach
The United City of Yorkville established the Green Committee in October 2007. The
purpose of the Green Committee is to provide research, advice, and make
recommendations to the City Council on environmental issues facing the community. The
Green Committee promulgates information related to recycling, conservation design, soil
conservation, rain gardens, open space/watershed protection, water conservation,
landscape maintenance, etc. through environmental fairs, a quarterly newsletter, pamphlet
distribution, and the city website.
The annual NPDES permit report shall be placed on a City Council agenda once each
year for discussion.
3.1A Measurable Goals
• Place Stormwater Management Program Plan on the city's website.
• Maintain an information center at City Hall, which will include informational
items regarding stormwater-related issues.
• Have at least one item related to stormwater or recycling issues published in each
city newsletter.
3.2 Public Participation and Involvement
The Yorkville Green Committee is volunteer-based, and encourages citizen participation
and involvement for stormwater-related issues on both individual and community levels.
The committee publishes and distributes pamphlets informing homeowners on such
issues as re-landscaping their own property to encourage infiltration or cleansing of
stormwater, and pesticide/herbicide use. The Community Development Department shall
also work with homeowner associations regarding proper maintenance of private open
space.
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Citizen calls related to the Stormwater Management Program Plan shall be documented
and directed to the appropriate department for follow-up.
12A Measurable Goals
• Maintain meeting minutes of the Green Committee.
• Document the number and type of calls received from the public regarding
potential illicit discharges.
• Sponsor an annual environmental fair, and document the number and type of
exhibitors and public attendance.
3.3 Construction Site Runoff Control
The City adopted Ordinance No.2003-19 (Appendix 5.1) to regulate soil erosion and
sediment control practices for construction activities that disturb more than 10,000 SF of
soil. This ordinance requires the following:
• Requires the developer/contractor to follow Illinois EPA requirements regarding
NPDES permitting for construction activities.
• Issuance of a Site Development Permit regulating earthwork and erosion/sediment
control.
• Contractor requirements for periodic inspections during construction.
• Surety bonding to ensure that stabilization work is completed according to plan.
The City passed Resolution No. 2004-39 (Appendix 5.2) to establish the Standard
Specifications for Improvements. This resolution creates standards regarding the various
aspects of construction for public and quasi-public infrastructure, including responsible
construction activities. Regarding stormwater management, this resolution requires:
• Sizing requirements for stormwater collection and detention facilities.
• A soil erosion and sediment control plan.
• The ability to require stormwater best management practices in the design of the
stormwater collection and storage systems.
The City passed Ordinance No. 2008-01 (Appendix 5.3) to provide Wetland Protection
Regulations for Water Quality and Stormwater Management Benefits. This ordinance creates
requirements for the evaluation and protection of non jurisdictional wetlands within city limits
that may be affected by new development.
3.3A Complaints
Site design comments are handled on a case by case basis. Any complaints received during the
review, construction, or build-out of a private development shall be directed to the City
Engineer and documented. Construction and build-out related calls are typically addressed by
performing a site inspection.
3.3B Violation Notification Procedures
Investigation of complaints should be performed within one business day of receipt of the
complaint. In general the compliance due date should be within 5-working days.
However, if the city determines that the violation is or will result in significant
environmental, health or safety hazards a 24-hour compliance requirement should be set.
For such time-critical violations, the developer should also be advised to complete a
Notice of Incidence report with the IEPA for all sites that were required to submit a
Notice of Intent to the IEPA.
Step I can be initiated by observation of a violation during a routine inspection, or in
response to a complaint.
Ste 1: Violation Is Observed
• The inspector completes the NPDESIErosion Control Inspection Report
(Appendix 5.11).
• Photographs of the violation(s) should be taken and saved.
• The development project manager/property owner (a.k.a. construction site
contact) shall be informed of the violation.
• A copy of the NPDESIErosion Control Inspection Report is provided to the
contractor and the developer. The NPDESIErosion Control Inspection Report
indicates the deficiencies and a maximum time frame for action.
• At the end of the indicated time frame the City shall perform a follow-up site
inspection.
Step 2: 1ST Follow-Up Site Inspection
The construction site contact shall be notified of the anticipated inspection time. The site
shall be inspected including all items previously documented on the previous
NPDESIErosion Control Inspection Report. The inspector will determine if the
remedial measures have all been satisfactorily addressed, substantially completed, or if
significant non-compliance remains.
• If the remedial measures have been satisfactorily addressed then the
NPDESIErosion Control Inspection Report is filled out indicating compliance
and provided to the contractor and developer.
• If the inspector determines that the remedial measures have been substantially
completed,but not entirely resolved, the inspector shall follow Step I above.
• if the inspector determines that the remedial measures have not been substantially
completed, the inspector shall follow Step 3 discussed below. Photographs of the
violations should be taken and saved.
Step 3: 1"Notice of Violation
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A formal Notice of Violation (Appendix 5.12) letter will be sent to the contractor and
developer. A copy of the Notice of Violation shall also be provided to the Yorkville
Building Department. The letter will include the following information:
• Description of the violations (including ordinance provisions)
• Maximum time frame for resolution (typically 5 working days),
Ste 4: 2id Follow-Up Site Inspection
The inspector will determine if the remedial measures have all been satisfactorily
addressed, substantially completed, or if significant non-compliance remains.
• If the remedial measures have been satisfactorily addressed then the
NPDES/Erosion Control Inspection Report shall be filled out indicating
compliance and provided to the contractor and developer.
• If the inspector determines that the remedial measures have been substantially
completed,but not entirely resolved, the inspector shall follow Step I above.
• If the inspector determines that the remedial measures have not been substantially
completed, the inspector shall follow Step 5 discussed below. Photographs of the
violations should be taken.
Step 5: Zed Notice of Violation
• Depending on the severity of the outstanding violations the inspector may arrange
for the Building Department to issue a Red Tag and a Conditional Stop Work
Order upon completion of the inspection. The Stop Work Order allows for the
resolution of the violation but no other on-site improvements. Building and/or
Occupancy Permits will not be issued and surety/letter of credit reductions will
not be considered until the violation is resolved. A formal Notice of Violation
letter will be sent, via certified mail, to the contractor and developer. A copy of
the Notice of Violation shall also be provided to the Yorkville Building
Department.
Step 6: 3'd Follow-Up Site Inspection
The inspector will determine if the remedial measures have all been satisfactorily
addressed, substantially completed, or if significant non-compliance remains.
• If the remedial measures have been satisfactorily addressed then the
NPDES/Erosion Control Inspection Report is filled out indicating compliance
and provided to the contractor and developer.
• If the inspector determines that the remedial measures have been substantially
completed,but not entirely resolved, the inspector shall follow Step l above.
• If the inspector determines that the remedial measures have not been substantially
completed, the inspector shall follow Step 7 discussed below. Photographs of the
violations should be taken and saved.
Step 7: 3rd Notice of Violation
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The inspector issues a Red Tag and a Conditional Stop Work Order upon completion of
the inspection, if one has not already been issued. The Stop Work Order allows for the
resolution of the violation but no other on-site improvements. Building and/or
Occupancy Permits will not be issued and surety/letter of credit reductions will not be
considered or processed until the violation is resolved. Representatives from the
Building and Engineering Departments shall meet to discuss the violation and subsequent
actions. These actions may include: issuing fines for each day of violation since the l"
notice of violation; draw from surety to enable the City to have the remedial measures
corrected; seeking United City of Yorkville legal counsel and pursuing injunctive or other
legal relief.
A formal Notice of Violation letter will be sent, via certified mail, to the contractor and
developer. A copy of the Notice of Violation shall also be provided to the Building
Department and City Administrator. The letter will also include additional penalties or
measures that will be imposed if the violation(s) persist.
Steps 6 and 7 will be repeated until resolution of the violation.
3.3C Measurable Goals
• Track the number of site development permits issued.
• Document any citizen complaints regarding construction site runoff and follow-up
activities.
• Inspect construction sites for erosion/sediment control measures and record
inspection on NPDESIErosion Control Inspection Report forms.
3.4 Post Construction Runoff Control
The City adopted Ordinance No. 2009-78 (Appendix 5.4) to establish standards for
design, construction, and maintenance of stormwater best management practices. This
ordinance requires the following:
• All development/redevelopment projects shall incorporate stormwater Best
Management Practices (BMP's) into their site designs.
• Agreements providing for the adequate maintenance of the stormwater BMP's by
the developer/property owner.
• Periodic inspections and meetings with property owners by the city to ensure
proper functioning of the stormwater BMP's.
The City will attempt to inspect approximately 20% of all existing properties with
stormwater management facilities each year, resulting in a recurring inspection interval of
5 years.
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3.4A Long Term Operation and Maintenance
The SMPP includes two long term maintenance agreements.
• The first agreement (Appendix 5.13) is the recommended plan for existing
detention and stormwater management facilities, whether publicly or privately
maintained. The intent of this sample plan is to provide guidance for the
maintenance of facilities that do not have an approved plan. If an existing
facility already has an adequate plan, this document would supersede the
sample plan.
• The second agreement (Appendix 5.I4) is provided to applicants during the
permit review period for new detention and stormwater management facilities.
This agreement should be reviewed and enhanced to reflect the specific design
of the new development. Receipt of the signed and recorded maintenance
agreement is required.
Receipt of the signed and recorded maintenance agreement is required prior to recording
of a plat of subdivision, site development permit, or building permit for the property,
whichever occurs first.
3.413 Site Inspections
This section focuses on post-construction inspections of previously developed sites,
streambanks, shorelines, streambeds, and detention/retention ponds.
Previously Developed Sites
The United City of Yorkville attempts to inspect approximately 20% of all existing
properties with stormwater management facilities every year, resulting in a re-occurrence
inspection interval of five (5) years. Previously developed properties are inspected with
respect to the approved development plan. A letter indicating the maintenance activity
highlights, deficiencies, or modifications to the plan should be provided to the
responsible party. The responsible party is encouraged to implement an annual
maintenance program.
Shorelines
Annually inspect 20% of detention basin shorelines in the spring or fall depending upon
weather conditions using the Stormwater Basin Annual Inspection Report (Appendix
5.15). Observed erosion, seeding/re-seeding or slope stabilization needs are documented.
Documented deficiencies should be reported to the City Engineer who evaluates and
determines appropriate remedial activities. Remedial actions might include notifying the
property owner or including maintenance activities in the city's work program for city-
maintained basins.
Streambanks and Stream Bed Sediment Accumulation
Annually inspect 20% of receiving water streambanks for erosion and flowlines for
sediment plumes/deposits. Inspections should be performed in the spring or fall
depending upon weather conditions. Stream locations are depicted on Figure 1.
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Document observed erosion and/or sediment accumulation. Documented deficiencies
should be reported to City Engineer who evaluates and determines appropriate remedial
activities. Remedial actions would typically consist of notifying the property owner.
Detention 1 Retention Pond Sediment Accumulation
Ensure that new detention/retention pond is constructed per the approved development
plan. The developer is responsible for ensuring that the design grade is established prior
to the city's approval of the pond. Pond information, including the design permanent
pool depth, is added to the Stormwater Basin Annual Inspection Report upon final
approval of the pond.
Annually inspect 20% of detention basins to determine the normal pool depth. Observed
depths should be recorded onto the Stormwater Basin Annual Inspection Report. If the
inspected pond depth is found to be more than 2 feet shallower than the design normal
pool depth, this information should be reported to City Engineer who evaluates and
determines appropriate remediation activities.
3.4C Measurable Goals
• Annually inspect 20% of all stormwater basins and document on Stormwater
Basin Annual Inspection Report forms.
• Maintain a database of existing homeowner associations (HOA's). Make contact
with 20% of HOA's annually regarding Stormwater-related issues.
• Require new developments to enter into maintenance agreements for their
stormwater management facilities, and maintain a record of those agreements.
• Encourage existing HOA's to inspect and maintain their stormwater management
facilities. Document initial contact and any follow-up activities.
3.5 Illicit Discharge Detection and Elimination
Illicit discharges contribute considerable pollutant loads to receiving waters. There are
two primary situations that constitute illicit discharges; these include non-stormwater
runoff from contaminated sites and the deliberate discharge or dumping of non-
stormwater into the stormwater system. Illicit discharges can enter the storm sewer
system as either an indirect or direct connection.
3.5A Regulatory Authority
Effective implementation of an Illicit Discharge Detection and Elimination (IDDE)
program requires adequate legal authority to remove illicit discharges and prohibit future
illicit discharges. This regulatory authority is achieved through adoption of United City
of Yorkville Ordinance No. 2010-05 (Appendix 5.5). Additionally, IEPA has regulatory
authority to control pollutant discharges and can take the necessary steps to correct or
remove an inappropriate discharge over and above MS4 jurisdiction.
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3.513 Illicit Discharge Detection and Elimination
The United City of Yorkville maintains, operates, and publicizes a call-in phone number
(630-553-4350) where parties can contact the city with environmental concerns. Primary
advertisement venues include the website and all related municipal publications.
Telephone calls received from residents, other internal Departments or other agencies are
logged on the Illicit Discharge Tracking Form (Appendix 5.16). The City Engineer, or
his designee, should transfer information from the tracking form to the Illicit Discharge
Summary Form (Appendix 5.17) monthly. The summary form should be reviewed
annually to determine if trends can be seen and if any additional outreach efforts are
warranted.
Subdivision and Public Utility Ordinance
The United City of Yorkville created and adopted Ordinance No. 94-4 (Appendix 5.6) to
prohibit the discharge of any toilet, sink, basement, septic tank, cesspool, industrial waste
or other polluting substances to any open ditch, drain, or drainage structure. This
ordinance can be used to further support the activities required by the city's Stormwater
Management Program Plan.
3.5C Understanding Outfalls and Illicit Discharges
Understanding the potential locations and the nature of illicit discharges in urban
watersheds is essential to find, fix and prevent them.
Identifying Outfalls and Receiving Waters
An Outfall is a point source where a municipal separate storm sewer discharges into
Waters of the United States "receiving water". Open conveyances connecting two
municipal storm sewers, or pipes, tunnels or other conveyances which connect segments
of the same stream or other Waters of the United States are not considered outfalls. For
the purposes of this program the following definitions shall be used:
Outfall: A storm sewer outlet, or other open conveyance point discharge location,
that discharges into a Waters of the U.S, receiving water or another MS4.
Regulated systems include the conveyance or system of conveyances including roads
with drainage systems, municipal streets, catch basins, gutters, ditches, swales, man made
channels or storm sewers.
The outfall inventory was prepared by the United City of Yorkville. The outfall locations
have been numbered to facilitate detection and tracking of identified illicit discharges.
This information can be obtained from the city's Geographic Information System (GIS),
which is maintained by the Community Development Department.
The outfall map should be revised annually to incorporate permitted outfalls associated
with new developments. An outfall inventory should be performed every 5 years; the
focus of this effort is to search for new outfalls (i.e. those not already included in the
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existing GIS). The search for new outfalls should be combined with the pre-screening
efforts.
USEPA Exclusions
It is noted that not all dry-weather flows are considered inappropriate discharges. Under
certain conditions, the following discharges are allowed:
• Water line flushing
• Landscaping irrigation
• Diverted stream flows
• Rising groundwater
• Uncontaminated groundwater infiltration
• Uncontaminated pumped groundwater
• Discharges from potable water sources
• Flows from foundation drains
• Air conditioning condensation
• Irrigation water
• Springs
• Water from crawl spaces
• Lawn watering
• Individual car washing
• Flows from riparian habitats and wetlands
• Dechlorinated swimming pool water
• Street wash water
Pollutant Indicators
Outfalls should be inspected for evidence of the following pollutant indicators:
• Odor
• Color of discharge water or staining of outfall pipe
• Turbidity(clarity) of discharge water
• Floatables in or residue from discharge water, such as scum, foam, suds, oil
sheen, etc.
• Excessive plant growth or lack of plant growth at outfall
• Sediment plume.
3.5D Indirect Connections
Indirect connections are typically the result of events such as dumping or spillage of
materials into storm sewer drains. Intentional dumping is a common type of illicit
discharge. Generally, indirect modes of entry produce random, infrequent discharges,
with the exception of groundwater seepage.
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There are five main modes of indirect entry for discharges. These are groundwater
seepage, unintentional spills, intentional dumping, outdoor washing, and over-irrigation
of landscaping.
Seepage discharges can be either continuous or intermittent, depending on the depth of
the water table and the season. Groundwater seepage usually consists of relatively clean
water that is not an illicit discharge by itself, but can carry other illicit discharges. If
storm drains are located close to sanitary sewers, groundwater seepage may intermingle
with sewage. Seepage will be addressed by taking samples to check for contamination
from nearby sanitary sewers or septic systems. Mitigation measures would consist of
repairs to sewers or notification to the Kendall County Health Department as appropriate.
See Chapter 3.6 for the Spill Response Plan for unintentional spills.
Intentional dumping is minimized through public education. The city also maintains an
Illegal Dumping Hotline which is described in Chapter 3.513. The procedure for handling
a dumping incident is described in Chapter 3.6.
Outdoor washing and over-irrigation are minimized through public education.
3.5E Direct Connections
Direct connections enter through direct piping connections to the storm sewer system,
and are most easily detected during dry-weather periods. Inspection of stormwater
outfalls during dry-weather conditions reveals whether non-stormwater flows exist. If
non-stormwater flows are observed, they can be screened and tested to determine whether
pollutants are present. If the presence of pollutants is indicated, the detective work of
identifying the source of the discharge can begin and be corrected.
The process to eliminate direct connection illicit discharges consists of the following
components:
1. Program Planning consists of the organizational efforts required to perform outfall
screening and follow-up investigative activities of the program. Program planning
identifies the regulatory authority to remove directly connected illicit discharges,
identification of the outfalls and receiving waters, and providing personnel and
equipment to perform the outfall screening and follow-up work.
2. Outfall Screening consists of pre-screening to determine whether dry-weather flows
are present and outfall inspection which includes field visits to determine whether an
illicit discharge exists.
3. Follow-Up Investigation and Program Evaluation are necessary to determine the
source of any identified pollutant flows and eliminate them. The major follow-up
investigation evaluation components include:
• reviewing and assessing outfall inspection results
• internal coordination
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• tracing upstream to identify the source of the illicit discharge
• exercising the appropriate legal means to eliminate the illicit discharge and
schedule follow-up inspections as necessary
3.5F Access to Private Property
In some cases, it may be necessary for City personnel to enter or cross private property to
investigate probable illicit discharges. A form letter should be prepared that includes a
short description of the project, the purpose of the access to the property, and the name of
a project contact person with a telephone number. If the owner is not present, a letter
should be left at the premises to facilitate return inspection. If permission to access
property is denied, a public official should then contact the owner at a later date.
3.5G Confined Space Entry
Confined space entry for this program would include climbing into or inserting one's
head into a pipe, manhole, or catch basin. In general, do not cross the vertical plane
defining an outfall pipe or the horizontal plane defining a manhole unless properly
prepared for confined space entry. Confined space entry shall be conducted only by
trained personnel with appropriate rescue and monitoring equipment.
OUtfau Inspection
An outfall inspection is required for all submerged outfalls or outfalls observed to have
dry-weather flow. Outfalls are assessed to determine which one of the three following
conditions applies:
(1) The outfall is dry or damp with no observed flow
(2) blowing discharges are observed from the outfall
(3) The outfall is partially or completely submerged with no observed flow or is
inaccessible
Scenario 1: No Observed Flow. The field crew should photograph the outfall and
complete applicable sections of the Stormwater Outfall Inspection Form (Appendix
5.18).
Scenario 2: Observed Flow. The field crew photographs the outfall and complete
applicable sections of the Stormwater Outfall Inspection Form. The intent is to gather
additional information to determine if an illicit discharge is present.
Scenario 3: Sub_ merged or Inaccessible Outfall. If standing water is present in an
outfall or if it is inaccessible, then complete available information from Sections 1, 2, 3
and 7 of the Stormwater Outfall Inspection Form, with appropriate comments being
written in the "Remarks" section of the data form.
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Determine the upstream sampling location using the city's storm sewer atlas. Manholes,
catch basins, or culvert crossings can be used for upstream sampling locations. Make
reasonable efforts to locate upstream sampling points that are accessible and exhibit flow.
If inaccessible, resolve the problem in the office with appropriate supervisory personnel.
Outfall Assessment&Documentation
Complete the Stormwater Outfall Inspection Form for all outfall inspections. A
separate data form must be completed for each outfall. In addition to standard
information, the data form is used to record other information that is noted at the time the
outfall inspection is conducted (e.g. dead or dying plants, fish kills, excessive algae
growth, construction activities, etc. that might provide information regarding the potential
for illicit discharges).
3.5H Office Closeout
Update the outfall screening scheduling and completion form and plan the next screening
day's activities. Discuss any problems locating outfalls with appropriate supervisory
personnel so that alternate sampling locations can be identified. Once a month, compile
data from the Stormwater Outfall Inspection Form onto the Outfall Inspection
Summary Form (Appendix 5.19).
3.51 Source Identification
Follow-up investigation is required for all outfalls with positive indicators for illicit
discharges. The procedure for detailed investigation and source identification has three
major components: 1) mapping and evaluation, 2) storm sewer investigation, and 3)
tracing.
Moping Evaluation
For each outfall to be investigated, a large-scale working map should be created to show
the entire upstream storm sewer network, outfall locations, and parcel boundaries.
Storm Sewer investigation
After conducting the mapping evaluation, a manhole-by-manhole inspection is conducted
to pinpoint the location of the illicit discharge. All flows are tracked upstream until the
dry-weather discharge is no longer detected. The field crew should also determine
whether there has been a significant change in the flow rate between manholes.
Tracin
Once the manhole inspection has identified the reach area, testing may be necessary. if
there is only one possible source to this section of the storm sewer system in the area,
source identification and follow-up for corrective action is straightforward. Multiple
sources, or non-definitive sources, may require testing in order to identify the
contributing source. The method of testing must be approved by the Public Works
Director prior to testing. Potential testing methods include dye testing, smoke testing,
and/or remote video inspections.
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3.5J Removal of Illicit Discharges
Removal of illicit discharge connections is required at all confirmed contributing sources.
Nine steps are taken to positively identify and remove an illicit discharge to the storm
sewer system. These steps are as follows:
Step 1. Have an outside laboratory service take a grab sample and test for the
illicit discharge at the manhole located immediately downstream of the
suspected discharge connection.
Step 2: Conduct an internal meeting with appropriate personnel to include Public
Works personnel, Building Code Official, and the City Engineer to discuss
inspection and testing results and remedial procedures.
Step 3: The City Engineer shall send a notification letter to the owner/operator of
the property/site suspected of discharging a pollutant. The letter should
state the apparent violation, and request that the owner/operator describe
the activities on the site and the possible sources of non-stormwater
discharges including information regarding the use and storage of
hazardous substances, chemical storage practices, materials handling and
disposal practices, storage tanks, types of permits, and pollution
prevention plans.
Step 4; Arrange a meeting for an inspection of the property with the Building
Code Official and the owner/operator of the property. After inspection,
notify the site owner/operator of the findings and instruct them verbally
and in writing to take any necessary corrective measures.
Step 5: Conduct additional tests as necessary if the initial site inspection is not
successful in identifying the source of the problem. The Public Works
Director is responsible for determining the appropriate testing measure to
pinpoint the source.
Step 6: If the owner/operator does not voluntarily initiate corrective action, the
Building Code Official shall issue a Notification of Noncompliance. The
notification shall include a description of the required action(s) and a time
frame in which to take corrective action. Upon notification of
noncompliance, the owner can be subject to penalties as stipulated by
Municipal Code.
Step 7: Conduct follow-up inspections to determine whether corrective actions
have been implemented to: l) remove the illicit connection or 2) establish
a proper disposal practice.
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Step 8: If corrective actions have been completed (i.e. the illicit discharge has
been eliminated) the City Engineer shall send a notification of compliance
letter to the owner/operator of the property/site where the illicit discharge
occurred.
Step 9: If corrective actions have not been completed additional internal
meetings shall be held to determine appropriate steps to obtain
compliance. Appropriate actions may include monetary or other penalties.
3.5K Program Evaluation
The results of the screening program shall be reviewed periodically to determine if any
trends can be identified that relate the incidence of dry-weather flow observations to the
age of developed properties or land uses. These determinations may guide fixture outfall
screening activities. Although the outfall screening program will be successful in
identifying and eliminating most pollutants in dry-weather discharges, the continued
existence of dry-weather flows and associated pollutants will require an ongoing
commitment to continue the outfall screening program. The annual inspection screening
will determine the effectiveness of the program.
3.5L Measurable Goals
• Track the number and type of potential illicit discharge on the Illicit Discharge
Tracking Forms and Illicit Discharge Summary Forms
• Inspect all stormwater outfalls annually and record those inspections on the
Storm water Outfall Inspection Forms and OutfallInspection Summary Forms.
3.6 Pollution Prevention and Good Housekeeping
The United City of Yorkville is responsible for the care and upkeep of public facilities,
municipal roads, associated maintenance yards, and city parks. Many maintenance
activities are most regularly performed directly by staff; however from time to time
contractors are employed to perform specific activities. This chapter describes how the
compliance with permit requirements is achieved by incorporating pollution prevention
and good housekeeping stormwater quality management into day-to-day operations. On-
going education and training shall be provided to ensure that the appropriate employees
have the knowledge and skills necessary to perform their functions effectively and
efficiently. The following lists describe activities performed by the Public Works
Department and Parks Department.
Street Sweeping
All streets are swept are least 3 times per year or more often on an as-needed basis.
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Fall Leaf Pick-up
The city provides free leaf pick-up service to residents every fall. Shredded and
compacted leaves are removed and land-applied as fertilizer by a local farmer.
Catch Basin Cleaning
The city owns and operates a vacuum sewer cleaner truck. Catch basin cleaning is
performed on an as-needed basis. Locations of cleaned catch basins are tracked.
Ice Removal
The city uses Geo-Melt (beet juice) additive with salt-spreading operations to reduce the
amount of salt used in the winter, resulting in an average annual reduction in salt usage of
about 500 tons.
Snow Removal
The city does not plow or salt roadways in new developments unless occupied homes
exist along those roadways.
Salt Storage
The city has a salt storage building on Tower lane to provide protection for stockpiled salt
from rain. After the winter season remaining salt is trucked to the Kendall County storage
facility for storage until the following winter.
Spill Prevention
The city keeps Material Safety Data Sheets for all chemical agents used by the Public
Works Department.
Weed Control
The city uses herbicide when needed to control the growth of vegetation in roadside
ditches. Ditches are mowed where possible to avoid the application of herbicide. The
Public Works Department has several employees that are certified herbicide applicators.
Illicit Connections
Public Works and Engineering Department personnel are instructed to watch for unusual
discharges from storm sewers or unusual events at stormwater basins.
Landscape Maintenance
The Public Works Department and Parks Department are responsible for litter and debris
control, as well as pickup and proper disposal of roadkill. The city shall endeavor to
provide trash/recycling bins in more highly used parks.
Vehicle Maintenance
Vehicle maintenance procedures and practices are designed to minimize or eliminate the
discharge of petroleum based pollutants to the stormwater system. Used motor oil and
antifreeze are collected and stored indoors. Waste fluids are removed on a regular basis
by vendors for recycling. Used batteries are stored in an enclosed covered container at the
Tower Lane maintenance yard. The batteries are collected on a regular basis by a local
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vendor. Tires are replaced at local commercial vendor sites. Used tires are disposed of by
those vendors.
Waste Management
Waste Management consists of procedural and structural practices for handling, storing
and disposing of wastes generated by a maintenance activity. This helps prevent the
release of waste materials into the stormwater system. Waste management practices
include removal of materials such as asphalt and concrete, excess earth excavation,
contaminated soil, hazardous wastes, and sanitary waste.
A spoil stock pile is located at the Tower Lane maintenance yard. Asphalt, concrete, and
excess earth excavation materials are temporarily stored in the stock pile. Attempts are
made to recycle asphalt and concrete products prior to storage in the spoil stock pile.
Clean spoil is re-used around town where needed to backfill excavations and re-grade
properties. If contaminated spoil is encountered, it is collected for treatment or disposal.
Attempts are made to avoid stockpiling of contaminated spoil. If temporary stock piling
is necessary, the stockpile shall be placed on an impermeable liner. Additional protective
measures shall be used to protect the downslope of the stockpiled area for erosion
downstream. Access to a contaminated stockpile shall be located on the upstream side of
the stock pile.
Hazardous wastes shall be stored in labeled, sealed containers constructed of appropriate
material. The containers are located in non-flammable storage cabinets or on shelving.
These items include paint, aerosol cans, gasoline, solvents and other hazardous wastes.
Paint brushes and equipment used for water and oil-based paints are cleaned within a
designated cleaning area.
Sanitary wastewater shall be discharged into a sanitary sewer when possible. Portable
toilets shall be maintained at high-usage parks.
Water Conservation
Water conservation practices minimize water use and help to avoid erosion and/or the
transport of pollutants into the stormwater system. Ordinance No. 2006-123 (Appendix
5.7) limits the use of permanent landscape irrigation systems for certain properties as
follows:
• For non-residential properties with one building, permanent irrigation systems
using city water are prohibited where the total landscaped area exceeds one acre.
• For non-residential properties with more than one building, permanent irrigation
systems using city water are prohibited where the total landscaped area exceeds
three acres.
• For common open space properties of a primarily residential development,
permanent irrigation systems using city water are prohibited.
The city has adopted Ordinance 2004-20 (Appendix 5.8) that establishes odd-even
watering schedules throughout the city based on mailing addresses. This ordinance also
requires a property owner to obtain a watering permit to use city water to establish new
22
lawns. From July lst to August 3151, watering permits are not issued and city water may
not be used to water newly sodded or seeded lawns. From May 0 to June 30`h, and
September 151 to September 301h, watering permits are issued. Watering on the I` day a
lawn is sodded or seeded is limited to no more than eight hours. Watering on the 2"d
through 10th days is limited to no more than seven hours, those hours being 5am-9am and
9pm to midnight. After Day 10, a lawn is considered established and a permit is no longer
required, however, the property owner must still follow the odd-even and seven-hour
restrictions.
Spill Response Plan
Spill prevention and control procedures are implemented wherever hazardous or non-
hazardous chemicals substances are stored or used. The following general guidelines are
implemented when cleanup activities and safety are not compromised, regardless of the
type or location of the spill:
• Cover and protect spills from stormwater run-on and rainfall, until they are
removed
• Dry cleanup methods are used when ever possible
• Properly dispose of used cleanup materials, contaminated materials and recovered
spill material
• Contaminated water used for cleaning and decontamination shall not be allowed
to enter the stormwater system
• Keep waste storage areas clean, well organized and equipped with appropriate
cleanup supplies
• Maintain perimeter controls, containment structures, covers and liners to ensure
proper function
Non-Hazardous Spills/Dumpine
Non-hazardous spills typically consist of an illicit discharge of household materials into
the street or stormwater system. Upon notification or observance of a non-hazardous
spill, Public Works personnel implement the following procedure:
• Sandbag the receiving inlet to prevent additional discharge into the storm sewer
system. It may be necessary to sand bag the next downstream inlet.
• Check structures in the immediate and downstream area. If possible, pollutant
materials are vacuumed out. The structures are then jetted to dilute and flush the
remaining unrecoverable material.
• Clean up may consist of applying "Oil Dry" or sand and then sweeping up the
remnant material.
• After containment and cleanup activities have been performed, the Public Works
Director shall fill out the Spill Response Notice (Appendix 5.20) door hanger and
distribute it to adjoining residencesibusinesses. In residential areas, the hanger
23
should be provided to residences on both sides of the spill and on both sides of the
street.
• Public Works personnel document the location, type of spill and action taken on
the Illicit Discharge Tracking Form and submit the tracking form to their
supervisor. The supervisor or his designee takes the information from the form
and transfers it to the Illicit Discharge Summary Form.
• If a person is observed causing an illicit discharge, the Building Code Official
shall be notified and appropriate citations issued.
Hazardous Spills
Upon notification or observance of a hazardous illicit discharge, the Public Works
Department shall implement the following procedure:
• Call 911 and explain the incident. The Fire Protection District responds.
• The Public Works and/or Police Departments provide emergency traffic control.
• The Fire Protection District evaluates the situation and applies "No Flash" or"Oil
Dry" as necessary.
• The Fire Protection District's existing emergency response procedure, for
hazardous spill containment clean-up activities, is followed.
• Public Works personnel document the location, type of spill and action taken on
the Illicit Discharge Tracking Form and submit the tracking form to their
supervisor. The supervisor or his designee takes the information from the form
and transfers it to the Illicit Discharge Summary Form.
Employee Training
The United City of Yorkville's practice is to provide education and training to those
employees of its Public Works and Engineering Departments that have stormwater-
related responsibilities to ensure that they have the knowledge and skills necessary to
perform their functions effectively and efficiently. Employees are encouraged to attend
training sessions on topics related to the goals/objectives of the SMPP. Additionally, the
Public Works Director will develop an employee training programs with curricula and
materials tailored to specific employees. The materials will focus on stormwater pollution
prevention measures and practices relating to the maintenance of facilities, infrastructure
and properties.
The initial training program will be offered within one year of the acceptance of the
SMPP. Copies of training materials will be kept and shared with appropriate new
employees as part of their job introduction. The Public Works Director will monitor the
potential need for overall refresher material distributions and offer additional training as
necessary.
24
16A Measurable Goals
• Maintain records for number curb miles swept each year.
• Maintain records on amount of leaves collected each fall.
• Maintain records on amount of road salt used each winter.
• Maintain records for number of catch basins cleaned.
• Maintain records on type and number of training sessions and employees in
attendance.
25
4 Program and Performance Monitoring, Evaluation, &
Reporting
The SMPP represents an organized approach to achieving compliance with the
expectations of the NPDES Phase II program for both private and public activities within
the United City of Yorkville. Land development and city projects and activities are to
comply with the SMPP. Additionally, the city has numerous written and unwritten
procedures for various tasks. This SMPP documents and organizes previously existing
procedures to create one cohesive program addressing pre-development, construction,
and post-development activities, as well as municipal operations.
This chapter describes how the United City of Yorkville will monitor and evaluate the
SMPP. As part of the stormwater management program, the city will:
• review its activities
• inspect its facilities
• oversee, guide, and train its personnel
• evaluate the allocation of resources available to implement stormwater quality
efforts
This chapter describes how program monitoring, evaluation and reporting will be
accomplished.
4.1 Performance Milestones
Previously established ordinances and programs implement many of the anticipated tasks.
The following schedule describes general performance expectations.
• Within one year following the acceptance of the SMPP, appropriate employees
will receive training regarding the implementation of the SMPP.
• Within one year following the acceptance of the SMPP, items within Chapter 3
will be implemented with the exception of the IDDE program milestones
discussed below. Refer to Chapter 2.1 for a description of tasks associated with
the implementation of the SMPP.
• Within three years following the acceptance of the SMPP, the Outfall Inspection
Procedure will be completed for all pipes identified, during the pre-screening
efforts, as having dry weather flow.
• Within five years following the acceptance of the SMPP, tracing and removal
procedures will be completed for all sewers identified during the Outfall
Inspection Procedure as having illicit discharges.
26
4.2 Program Monitoring and Research
Currently water quality sampling/monitoring is not required under the NPDES Phase II
program. Therefore, monitoring efforts focus on qualitative, not quantitative,
examination of stormwater practices. It is anticipated that the USEPA and IEPA
programs will evolve to require water quality monitoring and sampling. Future efforts
may involve collecting information regarding discharges from outfalls, identifying other
sources of pollutants, characterizing the receiving waters, sampling construction site
discharges, and identifying the performance of stormwater pollution control measures.
The United City of Yorkville will comply with future federal and state mandates
regarding stormwater issues.
The United City of Yorkville will consider research conducted by others regarding the
effectiveness of various alternative stormwater practices, procedures and technologies.
The city will continue to seek innovative stormwater practices and technologies.
4.3 Program Evaluation
The primary mechanism for evaluating the SMPP and ensuring that the field staff has
adequate knowledge is supervision by responsible managers. Management personnel
include the directors and supervisors of the Public Works and Engineering Departments.
Management support tasks include observing and evaluating design, construction, and
field personnel as they implement the requirements of the SMPP on both municipal and
private projects, and maintenance personnel as they conduct their assigned activities.
The following types of questions/answers are discussed annually between management
and field staff.
• Are proper stormwater management practices used in planning, designing and
constructing both city and private projects?
• Are efforts to incorporate stormwater practices into maintenance activities
effective and efficient?
• Is the training program sufficient?
• is the SMPP sufficient?
• Are the procedures for implementing the SMPP adequate?
27
5 Appendices
28
United City of Yorkville
Ordinance No. 3•L°l
SOIL EROSION AND SEDIMENT CONTROL ORDINANCE FOR
UNITED CITY OF YORKVILLE, ILLINOIS
ADOPTED BY THE
MAYOR AND CITY COUNCIL
OF THE
UNITED CITY OF YORJILLE
THIS DAY OF 2003,
IN
PUBLISHED IN PAMPHLET FORM BY THE AUTHORITY OF THE MAYOR
AND CITY COUNCIL OF THE UNITED CI OF YORKVILLE,
KENDALL COUNTY, ILLIN IS
THIS 11kDAY O 2003
Page 1 of 15
March 5, 2003
SMPP 5.1
ORDINANCE NO.
SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE FOR
UNITED CITY OF YORKVILLE, ILLINOIS
BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE
KENDALL COUNTY, ILLINOIS AS FOLLOWS:
TABLE OF CONTENTS
Page
100.0 Findings and Purpose......................................................................................................... 2
101.0 Findings.................................................................................................................. 2
102.0 Purpose.................................................................................................................. 2
200.0 Definitions........................................................................................................................... 2
300.0 General Principles .............................................................................................................. 5
400.0 Site Development Permit.................................................................................................... 6
401.0 Permit Required..................................................................................................... 6
402.0 Exceptions..............................................................................................................6
403.0 Application for Permit............................................................................................. 7
404.0 Submissions........................................................................................................... 7
405.0 Bonds......................................................................................................................8
406.0 Review and Approval..............................................................................................8
407.0 Expiration of permit.................................................................................................9
408.0 Appeals...........................................................................................................1.......9
409.0 Retention of Plans...................................................................................................10
500.0 Design and Operation Standards and Requirements.........................................................10
501.0 Applicability............................................................................................................10
502.0 Responsibility.........................................................................................................10
503.0 Site Design Requirements .....................................................................................10
504.0 Handbooks Adopted by Reference........................................................................12
505.0 Maintenance of Control Measures .........................................................................12
506.0 Inspection...............................................................................................................12
507.0 Special Precautions ...............................................................................................13
508.0 Amendment of Plans..............................................................................................13
600.0 Enforcement.......................................................................................................................13
601.0 Appeals..................................................................................................................13
602.0 Conferences...........................................................................................................14
603.0 Fees .......................................................................................................................14
604.0 Violations and Penalties.........................................................................................14
605.0 Separability............................................................................................................14
700.0 Effective Date.........................................................................................14
Page 2 of 15
March 5, 2003
100.0 Findings and Purpose
101.0 Findings:
The City Council of the City hereby finds that:
101.1 Excessive quantities of soil may erode from areas undergoing development for certain non-agricultural
uses including but not limited to the construction of dwelling units,commercial buildings and industrial
plants,the building of roads and highways, the modification of stream channels and drainage ways,
and the creation of recreational facliities;
101.2 The washing, blowing,and falling of eroded soil across and upon roadways endangers the health and
safety of users thereof, by decreasing vision and reducing traction of road vehicles;
101.3 Soil erosion necessitates the costly repairing of gulleys,washed-out fills, and embankments;
101.4 Sediment from soil erosion tends to clog sewers and ditches and to pollute and silt rivers, streams,
lakes,wetlands,and reservoirs;
101.5 Sediment limits the use of water and waterways for most beneficial purposes,promotes the growth of
undesirable aquatic weeds,destroys fish and other desirable aquatic life, and is costly and difficult to
remove;and
101.6 Sediment reduces the channel capacity of waterways and the storage capacity of floodplains and
natural depressions, resulting in increased chances of flooding at risk to public health and safety.
102.0 Purpose:
The City Council therefore declares that the purpose of this ordinance is to safeguard persons,
protect property, prevent damage to the environment, and promote the public welfare by guiding,
regulating and controlling the design, construction, use and maintenance of any development or other
activity that disturbs or breaks the topsoil or otherwise results in the movement of earth on land situated
in the City. It is the intention of this ordinance that the delivery of sediment from sites affected by land
disturbing activities be limited, as closely as practicable,to that which would have occurred if the land
had been left in its natural undisturbed state.
200.0 Definitions
For the purposes of this Ordinance certain terms used herein are defined as set forth below:
200.1 BUILDING PERMIT:
A permit issued by the City for the construction,erection or alteration of a structure or building.
200.2 CERTIFY OR CERTIFICATION:
Formally attesting that the specific inspections and tests where required have been performed,and that
such tests comply with the applicable requirements of this Ordinance.
Page 3 of 15
March 5, 2003
200.3 CLEARING:
Any activity that removes vegetative ground cover.
200.4 CUBIC YARDS:
The amount of material in excavation and/or fill measured by the method of"average
end areas."
200.5 EXCAVATION:
Any act by which organic matter, earth,sand, gravel, rock or any other similar, material
is cut into,dug,quarried,uncovered,removed,displaced,relocated or bulldozed and shall includethe
conditions resulting therefrom.
200.6 EXISTING GRADE:
The vertical location of the existing ground surface prior to excavation or filling.
200.7 FILL:
Any act by which, earth,sand,gravel, rock or any other material is deposited, placed,replaced,
pushed, dumped, pulled, transported or moved by man to a new location and shall include the
conditions resulting therefrom.
200.8 FINAL GRADE:
The vertical .location of the ground or pavement surface after the grading work is completed in
accordance with the site development plan.
200.9 GRADING:
Excavation or fill or any combination thereof and shall include the conditions resulting from excavation
or fill.
200.10 NATURAL DRAINAGE:
Channels formed in the existing surface topography of the earth prior to changes made by unnatural
causes.
200.11 PARCEL:
All contiguous land in one ownership.
200.12 PERMITTEE:
Any person to whom a site development permit is issued.This person may also be referred to as the
applicant.
Page 4 of 15
March 5, 2003
200.13 PERSON:
Any individual,firm or corporation, public or private,the State of Illinois and its agencies or
political subdivisions, and the United States, of America,its agencies and instrumentalities, and any
agent,servant, officer or employee of any of the foregoing.
200.14 REMOVAL:
Cutting vegetation to the ground or stumps, complete extraction,or killing by spraying.
200.15 SITE:
A lot or parcel of land,or a contiguous combination thereof,where grading work is performed as
a single unified operation.
200.16 SITE DEVELOPMENT:
Altering terrain and/or vegetation and constructing improvements.
200.17 SITE DEVELOPMENT PERMIT:
A permit issued by the City for the construction or alteration of ground improvements and structures
for the control of erosion, runoff and grading.
200.18 STREAM:
Any river, creek, brook, branch, flowage, ravine, or natural or man-made drainage way which has a
definite bed and banks or shoreline,in or into which surface or groundwater flows,either perennially or
intermittently.
200.19 STRIPPING:
Any activity that removes the vegetative surface cover including tree removal,clearing,and storage or
removal of topsoil.
200.20 VACANT LAND:
Land on which there are no structures or only structures that are secondary to the use or maintenance
of the land itself.
200.21 CITY:
The United City of Yorkville, Kendall County, Illinois.
200.22 WETLANDS:
Areas that are inundated or saturated by surface water or groundwater at a frequency and duration
sufficient to support, and that under normal circumstances do support, a prevalence of vegetation
typically adapted for life in saturated soil conditions.
Page 5 of 15
March 5, 2003
300.0 General Principles
It is the objective of this ordinance to control soil erosion and sedimentation caused by development
activities, including clearing, grading, stripping, excavating, and filling of land, in the city. Measures
taken to control soil erosion and offsite sediment runoff should be adequate to assure that sediment is
not transported from the site by a storm event of ten-year frequency or less.The following principles
shall apply to all development activities within the city and to the preparation of the submissions
required under Section 400.0 of this ordinance:
300.1 Development should be related to the topography and soils of the site so as to create the least
potential for erosion.Areas of steep slopes where high cuts and fills may be required should be
avoided wherever possible,and natural contours should be followed as closely as possible.
300.2 Natural vegetation should be retained and protected wherever possible.Areas immediately adjacent
to natural watercourses, lakes, ponds, and wetlands should be left undisturbed wherever possible.
Temporary crossings of watercourses,when permitted, must include appropriate stabilization
measures.
300.3 Special precautions should be taken to prevent damages resultant from any necessary development
activity within or adjacent to any stream, lake,pond,or wetland. Preventative measures should reflect
the sensitivity of these areas to erosion and sedimentation.
300.4 The smallest practical area of land should be exposed for the shortest practical time during
development.
300.5 Sediment basins or traps,filter barriers,diversions,and any other appropriate sediment or runoff control
measures should be installed prior to site clearing and grading and maintained to remove sedimentfrom
run-off waters from land undergoing development.
300.6 The selection of erosion and sedimentation control measures should be based on assessment of the
probable frequency of climatic and other events likelyto contribute to erosion,and on evaluation of the
risks, costs,and benefits involved.
300.7 In the design of erosion control facilities and practices, aesthetics and the requirements of continuing
maintenance should be considered.
300.8 Provision should be made to accommodate the increased run-off caused by changed soil and surface
conditions during and after development.Drainage ways should be designed so thattheir final gradients
and the resultant velocities and rates of discharge will not create additional erosion onsite or downstream.
300.9 Permanent vegetation and structures should be installed and functional as soon as practical during
development.
300.10 Those areas being converted from agricultural purposes to other land uses should be vegetated with
an appropriate protective cover prior to development.
300.11 All waste generated as a result of site development activity should be properly disposed of and
prevented from being carried off the site by either wind or water.
300.12 All construction sites should provide measures to prevent sediment from being tracked onto public or
private roadways.
Page 6 of 15
March 5, 2003
400.0 Site Development Permit
401.0 Permit Required:
Except as otherwise provided in this ordinance, no person shall commence or perform any clearing,
grading,stripping, excavating, or filling of land that meets the following provisions without having first
obtained a site development permit from the City:
401.1 Any land disturbing activity(.e.,clearing,grading,stripping,excavation,fill,or any combination thereof)
that will affect an area in excess of 10,000 square feet;
401.2 Any land disturbing activity that will affect an area in excess of 500 square feet if the activity is within 25
feet-of a lake, pond,stream, or wetland; or
401.3 Excavation,fill, or any combination thereof that will exceed 100 cubic yards.
402.0 Exceptions:
A permit shall not be required for any of the following provided that the person responsible for any
such development shall implement necessary soil erosion and sediment control measures to satisfy
the principles set forth in Section 300.0 of this Ordinance:
402.1 Appurtenant structures on a site in excess of two acres for which a building permit has been issued
or excavation below final grade for the basement and footings of a single-family residence;
402.2 Agricultural use of land, including the implementation of conservation measures included in a farm
conservation plan approved by the Soil and Water Conservation District,and including the construction
of agricultural structures; or
402.3 Installation, renovation, or replacement of a septic system to serve an existing dwelling or structure.
403.0 Application for Permit:
Application for a site development permit shall be made by the owner of the property or his
authorized agent to the (permitting authority) on a form furnished for that purpose.Each application
shall bear the name(s) and address (es) of the owner or developer of the site and of any consulting
firm retained by the applicant together with the name of the applicants principal contact at such
firm,and shall be accompanied by an application fee of$100.00. Each application shall include
certification that any land clearing, construction, or development involving the movement of earth
shall be in accordance with the plans approved upon issuance of the permit.
403.1 Submissions:
Each application for a site development permit shall be accompanied by the following information:
404.1 A vicinity map in sufficient detail to enable easy location in the field of the site for which the permit is
sought, and including the boundary line and approximate acreage of the site,existing zoning, and a
legend and scale.
Page 7 of 15
March 5, 2003
404.2 A development plan of the site showing:
a. Existing topography of the site and adjacent land within approximately 100 feet of the boundaries,
drawn at no greater than one-foot contour intervals and clearly portraying the conformation and
drainage pattern of the area;
b. The location of existing buildings, structures, utilities, streams, lakes, floodplains, wetlands and
depressions, drainage facilities, vegetative cover, paved areas, and other significant natural or
man-made features on the site and adjacent land within 100 feet of the boundary;
c. A general description of the predominant soil types on the site,their location,and their limitations
for the proposed use;and
d. Proposed use of the site, including present development and planned utilization;areas of
clearing, stripping, grading, excavation, and filling;proposed contours,finished grades, and street
profiles; provisions for storm drainage,including storm sewers,swales,detention basins and any
other measures to control the rate of runoff,with a drainage area map, indications of flow
directions,and computations; kinds and locations of utilities; and areas and acreages proposed to
be paved, covered,sodded,seeded,vegetatively stabilized, or left undisturbed.
404.3 An erosion and sediment control plan showing all measures necessary to meet the objectives of this
ordinance throughout all phases of construction and permanently after completion of development of
the site,including:
a. Location and description, including standard details, of all sediment control measures and design
. specifics of sediment basins and traps, including outlet details;
b. Location and description of all soil stabilization and erosion control measures, including seeding
mixtures and rates,types of sod, method of seedbed preparation,expected seeding dates,type and
rate of lime and fertilizer application,kind and quantity of mulching for both temporary and permanent
vegetative control measures, and types of non-vegetative stabilization measures;
c. Location and description of all runoff control measures,including diversions,waterways,and outlets;
d. Location and description of methods to prevent tracking of sediment offsite, including construction
entrance details, as appropriate;
e. Description of dust and traffic control measures;
f. Locations of stockpiles and description of stabilization methods;
g. Description of off-site fill or borrow volumes, locations, and methods of stabilization;
h. Provisions for maintenance of control measures, including type and frequency of maintenance,
easements, and estimates of the cost of maintenance; and
i. Identification (name,address,and telephone of the person(s) or entity which will have legal
responsibility for maintenance of erosion control structures and measures during development
and after development is completed.
Page 8 of 15
March 5, 2003
404.4 The erosion and sediment control plan shall also show proposed phasing of development of the site,
including stripping and clearing, rough grading,construction,final grading,and landscaping.Phasing
should identify the expected date on which clearing will begin,the estimated duration of exposure of
cleared areas, and the sequence of installation of temporary sediment control measures (including
perimeter controls), clearing and grading, installation of temporary soil stabilization measures,
installation of storm drainage,paving of streets and parldng areas,final grading and the establishment
of permanent vegetative cover,and the removal of temporary measures.It shall bethe responsibility of
the applicant to notify the city engineer of any significant changes that may occur in the site
development schedule after the initial erosion and sediment control plan has been approved.
These submissions shall be prepared in accordance with the requirements of this ordinance and
the standards and requirements contained in"Standards and Specifications for Soil Erosion and
Sediment Control" (the Yellow Book) published by the Illinois Environmental Protection Agency
and the"Illinois Procedures and Standards for Urban Soil Erosion and Sedimentation Control"(the
Green Book) prepared by the Northeastern Illinois Soil Erosion and Sedimentation Control
Steering Committee and adopted by the Kendall County Soil and Water Conservation District,
which standards and requirements are hereby incorporated into this ordinance by reference.
The city engineer may waive specific requirements for the content of submissions upon finding hat
the information submitted is sufficient to show that the work will comply with the objectives and
principles of this ordinance.
405.0 Bonds:
The applicant is required to file with the City a faithful performance bond or bonds, letter of credit,
or other improvement security satisfactory to the city attorney in an amount deemed sufficient by
the city engineer to cover all costs of improvements, landscaping, maintenance of improvements
and landscaping,and soil erosion and sediment control measures for such period as specified by
the City, and engineering and inspection costs to cover the cost of failure or repair of improvements
installed on the site.
406.0 Review and Approval:
Each application for a site development permit shall be reviewed and acted upon according to the
following procedures.
406.1 The City engineer will review each application for a site development permit to determine its
conformance with the provisions of this ordinance.The City engineer may also refer any application to
the Kendall County Soil and Water Conservation District and/or any other local government or public
agency within whose jurisdiction the site is located for review and comment.Within thirty(30)days after
receiving an application,the City Engineer shall in writing:
a. Approve the permit application if it is found to be in conformance with the provisions of this
ordinance, and issue the permit;
b. Approve the permit application subject to such reasonable conditions as may be necessary to secure
substantially the objectives of this ordinance, and issue the permit subject to these conditions; or
c. Disapprove the permit application,indicating the deficiencies and the procedure forsubmitting a revised
application and/or submission.
Page 9 of 15
March 5, 2003
4062 No site development permit shall be issued for an intended development site unless:
a. The development,including but not limited to,subdivisions and planned unit development, has been
approved by the City where applicable;
b. Such permit is accompanied by or combined with a valid building permit issued bythe City if required or
applicable;
c. The proposed earth moving is coordinated with any overall development program previously
approved by the City for the area in which the site is situated; and
d. All relevant federal and state permits(i.e.,for floodplains and wetlands) have been received for the
portion of the site subject to soil disturbance.
406.3 Failure of the city engineer to act on an original or revised application within thirty(30) days of
receipt shall authorize the applicant to proceed in accordance with the plans as filed unless such
time is extended by agreement between the (permitting authority) and the applicant.Pending
preparation and approval of a revised plan,development activities shall be allowed to proceed in
accordance with conditions established by the city engineer.
407.0 Expiration of Permit
Every site development permit shall expire and become null and void if the work authorized by such
permit has not been commenced within one hundred and eighty(180) days, or is not completed by
a date which shall be specified in the permit; except that the city engineer may, if the permittee
presents satisfactory evidence that unusual difficulties have prevented work being commenced or
completed within the specified time limits,grant a reasonable extension of time if written application
is made before the expiration date of the permit. The city engineer may require modification of the
erosion control plan to prevent any increase in erosion or offsite sediment runoff resulting from any
extension.
408.0 Appeals:
Any applicant may appeal any decision of the city engineer to the City Council, provided that no
such appeal shall be considered until and unless the applicant has requested a conference with
the city engineer(not a subordinate of the city engineer) and either the conference has been held
or the city engineer has not scheduled a conference.
409.0 Retention of Plans:
Plans, specifications, and reports for all site developments shall be retained in original form or on
microfilm by the City.
500.0 Design and Operation Standards and Requirements
501.0 Applicability:
All clearing,grading,stripping, excavating, and filling which is subject to the permit requirements of
this ordinance shall be subject to the applicable standards and requirements set forth in this
Section 500.0.
Page 10 of 15
March 5, 2003
502.0 Responsibility:
The permittee shall not be relieved of responsibility for damage to persons or property otherwise
imposed by law, and the City or its officers or agents will not be made liable for such damage,by(1)
the issuance of a permit under this ordinance,(2) compliance with the provisions of that permit or with
conditions attached to it by the city engineer, (3) failure of City officials to observe or recognize
hazardous or unsightly conditions, (4) failure of City officials to recommend denial of or to deny a
permit, or(5) exemptions from the permit requirements of this ordinance.
503.0 Site Design Requirements
503.1 On-site sediment control measures, as specified by the following criteria, shall be constructed and
functional prior to initiating clearing, grading,stripping, excavating or fill activities on the site:
a. For disturbed areas draining less than 1 acre,filter barriers (including filter fences,straw bales,or
equivalent control measures)shall be constructed to control all offsite runoff as specified in
referenced handbooks. Vegetated filter strips,with a minimum width of 25 feet,may be used as
an alternative only where runoff in sheet flow is expected;
b. For disturbed areas draining more than 1 but less than 5 acres,a sediment trap or equivalent control
measure shall be constructed at the downslope point of the disturbed area;
c. For disturbed areas draining more than 5 acres,a sediment basin or equivalent control measure shall
be constructed at the downslope point of the disturbed area;
d. Sediment basins and sediment traps designs shall provide for both detention storage and
sediment storage.The detention storage shall be composed of equal volumes of"wet"detention
storage and"dry"detention storage and each shall be sized for the 2-year,24-hour runoff from the
site under maximum runoff conditions during construction.The release rate of the basin shall be
that rate required to achieve minimum detention times of at least 10 hours.The elevation of the
outlet structure shall be placed such that it only drains the dry detention storage;and
e. The sediment storage shall be sized to store the estimated sediment load generated from the site
over the duration of the construction period with a minimum storage equivalent to the volume of
sediment generated in one year. For construction periods exceeding 1 year,the 1-year sediment
load and a sediment removal schedule may be substituted.
503.2 Stormwater conveyance channels, including ditches, swales, and diversions, and the outlets of all
channels and pipes shall be designed and constructed to withstand the expected flow velocity from the
10-year frequency storm without erosion. All constructed or modified channels shall be stabilized
within 48 hours, consistent with the following standards:
a. For grades up to 4 percent, seeding in combination with mulch, erosion blanket, or an equivalent
control measure shall be applied. Sod or erosion blanket or mat shall be applied to the bottom of the
channel.
b. For grades of 4 to 8 percent, sod or an equivalent control measure shall be applied in the channel.
c. For grades greater than 8 percent, rock, riprap, or an equivalent control measure shall be applied,
or the grade shall be effectively reduced using drop structures.
Page 11 of 15
March 5, 2003
503.3 Disturbed areas shall be stabilized with temporary or permanent measures within 7 calendar days
following the end of active disturbance, or redisturbance, consistent with the following criteria:
a. Appropriate temporary or permanent stabilization measures shall include seeding, mulching,
sodding, and/or non-vegetative measures, and
b. Areas having slopes greater than 12 percent shall be stabilized with sod, mat or blanket in
combination with seeding, or equivalent.
503.4 Land disturbance activities in stream channels shall be avoided,where possible.If disturbance activities
are unavoidable,the following requirements shall be met:
a. Construction vehicles shall be kept out of the stream channel to the maximum extent practicable.
Where construction crossings are necessary,temporary crossings shall be constructed of non-erosive
material,such as riprap or gravel;
b. The time and area of disturbance of stream channels shall be kept to a minimum. The stream
channel, including bed and banks, shall be restabilized within 48 hours after channel disturbance is
completed,interrupted,or stopped; and
c. Whenever channel relocation is necessary,the new channel shall be constructed in the dry and
fully stabilized before flow is diverted.
503.5 Storm sewer inlets and culverts shall be protected by sediment traps or filter barriers meeting accepted
design standards and specifications.
503.8 Soil storage piles containing more than 10 cubic yards of material shall not be located with a down-
slope drainage length of less than 25 feet to a roadway or drainage channel. Filter barriers,including
straw bales, filter fence, or equivalent, shall be installed immediately on the downslope side of the
piles.
503.7 If de-watering devices are used, discharge locations shall be protected from erosion. All pumped
discharges shall be routed through appropriately designed sediment traps, basins, or equivalent.
503.8 Each site shall have graveled (or equivalent) entrance toads, access drives, and parking areas of
sufficient length and width to prevent sediment from being tracked onto public or private roadways.
Any sediment reaching a public or private road shall be removed by shoveling or street cleaning (not
flushing) before the end of each workday and transported to a controlled sediment disposal area.
503.9 All temporary and permanent erosion and sediment control practices must be maintained and repaired
as needed to assure effective performance of their intended function.
503.10 All temporary erosion and sediment control measures shall be disposed of within 30 days after final
site stabilization is achieved with permanent soil stabilization measures. Trapped sediment and
other disturbed soils resulting from the disposition of temporary measures should be permanently
stabilized to prevent further erosion and sedimentation.
504.0 Handbooks Adopted by Reference:
The standards and specifications contained in Standards and Specifications for Soil Erosion and
Sediment Control' (the Yellow Book) and the"Illinois Procedures and Standards for Urban Soil
Erosion and Sedimentation Control' (the Green Book) cited in Section 400.0,are hereby
incorporated into this Section 500.0 and made a part hereof by reference for the purpose of
delineating procedures and methods of operation under site development and erosion and
sedimentation control plans approved under Section 400.0. In the event of conflict between
provisions of said manuals and of this ordinance,the ordinance shall govern.
Page 12 of 15
March 5, 2003
505.0 Maintenance of Control Measures:
All soil erosion and sediment control measures necessary to meet the requirements of this
ordinance shall be maintained periodically by the applicant or subsequent landowner during the
period of land disturbance and development of the site in a satisfactory manner to ensure adequate
performance.
506.0 Inspection:
The (permitting authority) shall make inspections as hereinafter required and shall either approve
that portion of the work completed or shall notify the permittee wherein the work fails to comply with
the site development or erosion and sedimentation control plan as approved. Plans for grading,
stripping, excavating,and filling work bearing the stamp of approval of the (permitting authority)
shall be maintained at the site during progress of the work. In order to obtain inspections and to
ensure compliance with the approved erosion and sediment control plan,the grading or building
permit, and this Ordinance,the permittee shall notify the (permitting authority)within two (2)working
days of the completion of the construction stages specified below:
1. Upon completion of installation of sediment and runoff control measures(including perimeter controls
and diversions), prior to proceeding with any other earth disturbance or grading,
2. After stripping and clearing,
3. After rough grading,
4. After final grading,
5. After seeding and landscaping deadlines, and
6. After final stabilization and landscaping, prior to removal of sediment controls.
If stripping, clearing,grading and/or landscaping are to be done in phases or areas,the permittee shall
give notice and request inspection at the completion of each of the above work stages in each phase or
area. If an inspection is not made and notification of the results given within five working days after
notice is received by the City from the permittee,the permittee may continue work at his/her own risk,
without presuming acceptance by the (village). Notification of the results of the inspection shall be given
in writing at the site.
507.0 Special Precautions:
507.1 If at any stage of the grading of any development site the (permitting authority)determines by
inspection that the nature of the site is such that further work authorized by an existing permit is
likely to imperil any property, public way,stream, lake,wetland, or drainage structure,the
(permitting authority) may require, as a condition of allowing the work to be done,that such
reasonable special precautions to be taken as is considered advisable to avoid the likelihood of
such peril. "Special precautions" may include, but shall not be limited to, a more level exposed
slope,construction of additional drainage facilities, berms,terracing, compaction, or cribbing,
installation of plant materials for erosion control,and recommendations of a registered soils
engineer and/or engineering geologist which may be made requirements for further work.
Page 13 of 15
March 5, 2003
507.2 Where it appears that storm damage may result because the grading on any development site is not
complete,work may be stopped and the permittee required to install temporary structures ortake such
other measures as may be required to protect adjoining property or the public safety. On large
developments or where unusual site conditions prevail,the(permitting authority)may specify the time
of starting grading and time of completion or may require that the operations be conducted in specific
stages so as to insure completion of protective measures or devices prior to the advent of seasonal
rains.
508.0 Amendment of Plans:
Major amendments of the site development or erosion and sedimentation control plans shall be
submitted to the city engineer and shall be processed and approved or disapproved in the same
manner as the original plans. Field modifications of a minor nature may be authorized by the city
engineer by written authorization to the permittee.
600,0 Enforcement
The administration and enforcement of this ordinance shall be the responsibility of the United City
of Yorkville or their authorized representative.
601.0 Appeals:
Any applicant may appeal any decision of the city engineer to the City Council, provided that no
such appeal shall be considered until and unless the applicant has requested a conference with
the city engineer(not a subordinate of the city engineer) and either the conference has been held
or the city engineer has not scheduled a conference.
602.0 Conferences:
At any time an applicant may ask for a conference with the city engineer concerning any application
under this ordinance, and the city engineer will meet with the applicant to discuss the matter. If an
applicant has been dealing with any person working under the supervision of the city engineer, at
the applicant's request the city engineer (and not a subordinate)will hold a conference with the
applicant.
603.0 Fees:
Engineering review, legal, and construction observation fees are the responsibility of the applicant.
An Application fee of$100.00 is required, as is a cash deposit in the amount of$1000.00 prior to
the initiation of review,and will be subject to adjustment after the initial review based upon actual
consultant and staff review costs incurred by the City.
604.0 Violations and Penalties:
No person shall construct, enlarge,alter, repair, or maintain any grading, excavation or fill, or cause
the same to be done, contrary to or in violation of any terms of this ordinance.Any person violating
any of the provisions of this ordinance shall be deemed guilty of a misdemeanor, and each day
during which any violation of any of the provisions of this ordinance is committed, continued, or
permitted shall constitute a separate offense. Upon conviction of any such violation,such person,
partnership, or corporation shall be punished by a fine of not more than ($500)for each offense. In
addition to any other penalty authorized by this section, any person, partnership, or corporation
convicted of violating any of the provisions of this ordinance shall be required to restore the site to
the condition existing prior to commission of the violation, or to bear the expense of such
restoration.
Page 14 of 15
March 5, 2003
605.0 Separability:
The provisions and sections of this ordinance shall be deemed to be separable, and the invalidity of
any portion of this ordinance shall not affect the validity of the remainder.
700.0 Effective Date
This ordinance shall be in full force and effect from and after its passage and approval and
publication,as required by law.
MIKE ANDERSON JOSEPH BESCO
VALERIE SURD PAUL JAMES
LARRY KOT � MARTY MUNNS
ROSE SPEARS � RICHARD STICKA
Passed by the City Council of the United City of Yorkville, Illinois this IL\ day of 2003.
Attest:
dl�rk
APPROVED by me this day of ,2003.
Mayor
ATTESTED and FILED in my office this day of 2003.
777!5� CitpClerk
Page 15 of 15
March 5, 2003
ORDINANCE
SOIL EROSION&SEDM ENTATION CONTROL ORDINANCE
UNITED CITY OF YORKVILLE
SITE DEVELOPMENT PERMIT APPLICATION
United City of Yorkville OFFICE USE ONLY
800 Game Farm Road Date Received:
Yorkville,Illinois 60560 ENG Concurrence:
Approved By:
Date Approved:
Permit Number:
INDICATE TYPE OF SITE IM[PROVEIvIENT:
Subdivision Fill&Grading
Pond Dredging
Other:
Being duly sworn upon his oath, in application for a Permit
(Applicant)
from The United City of Yorkville,Deposes and Says:
OWNER'S NAME:
ADDRESS:
CITY: STATE: ZIP. TELEPHONE:
APPLICANT'S NAME:
ADDRESS:
CITY: STATE: ZIP: TELEPHONE:
ENGINEER'S NAME:
ADDRESS:
CITY: STATE: ZIP: 'TELEPHONE:
CONTRACTOR'S NAME:
ADDRESS:
CITY. STATE: ZIP: TELEPHONE.
MAINTENANCE PERSON'S NAME:
ADDRESS:
CITY: STATE: ZIP: TELEPHONE:
SITE DEVELOPMENT PLAN:
1. Prepare a site development plan in accordance with Section 404.0(Submissions)and Section 500.0
(Design and Operation Standards and Requirements)of the Soil Erosion and Sediment Control
Ordinance.
2. Attach the legal description of the proposed site on a separate page.
3. COMPLETE THE FOLLOWING INFORMATION:
A. Starting date: Anticipated completion date:
B. Acreage of site: Acreage of project:
C. Date of seeding:
D. Total area filled or excavated: Cubic yards of fill:
E. Max. depth of fill or excavation: Type of fill:
F. Presence of Wetlands Floodplains Woodlands
G. Water supply for pond: Surface runoff Ground water
H. Additional Information:
Signature of Owner Date
C CIT`
United City of Yorkville
EST. 1836 County Seat of Kendall County
800 Game Farm Road
fA Yorkville,Illinois 60560
O G1 O Phone:630-553.4350
Fax:630.553-7575
CONTRACTOR CERTIFICATION STATEMENT
This certification statement is a part of the Storm Water Pollution Prevention Plan for the
project described below, in accordance with NPDES Permit No. ILRI0, issued by the
Illinois Environmental Protection Agency on May 14, 1998.
Project Information-
Route Marked
Section Project No.
County
I certify under penalty of law that I understand the terms of the general National Pollutant
Discharge Elimination System(NPDES) permit (ILR 10)that authorizes the storm water
discharges associated with industrial activity from the construction site identified as part
of this certification.
Signature Date
Title
Name of Firm
Street Address
City, State, Zip
Telephone Number
'r-D CI Tl-
y 0 United City of Yorkville
ESl'. 78J6
County Seat of Kendall County
�
800 Game Farm Road
n Yorkville,Illinois 60560
0� 0 Phone:630-553-4350
- Fax:630.553-7575
Lj,LE ,vim
NPDES /EROSION CONTROL INSPECTION REPORT
Date of Inspection: Project:
Name of Inspector:
Type of Inspection: Weekly > 0.5"Precip.
Contractor:
Subs:
Are all of the temporary and permanent.controls contained in the pollution prevention (erosion
control)plan or as directed by the engineer in place? _YES _NO
If no, why not?
Are the temporary and permanent erosion and sediment controls that have been installed
operating correctly? _YES _NO
If no, what additional controls or adjustments is the contractor hereby directed to install or
perform?
Are the erosion and sediment controls being properly maintained? _YES NO
If no, what maintenance is the contractor hereby directed to perform?
Is there tracking of sediment from locations where vehicles enter and leave the project?
_YES _NO If yes, describe the location(s) and the actions the contractor is hereby
directed to perform.
Have the additional controls, adjustments or maintenance directed as a result of the last inspection
been implemented within seven calendar days? _YES _NO If no, the contractor is
hereby notified that no further work activity will be permitted to take place until the needed
corrective measures have been taken.
Other comments:
Inspector Signature
ILLINOIS ENVIRONMENTAL,PROTECTION AGENCY
NOTICE OF INTENT (NOI)
GENERAL PERMIT TO DISCHARGE STORM WATER
CONSTRUCTION SITE ACTIVITIES
OWNER INFORMATION
I AST FIRST MI c I OWNER TYPE;(SELECT ONE AND TYPE"X")
NAME: Q PRIVATE ❑ COUNTY ❑ STATE
MAILING ❑ CfTY ❑SPECIAL DISTRICT
ADDRESS: 0 FEDERAL
CfTY: ST: ZIP:
CONTACT TELEPHONE AREA-CODE NUMB R
PERSON: NUMBER:
CONTRACTOR INFORMATION
AST FIR91 M1 (SFF t i TELEPHONE rr
NAME NUMBER:
MAILING
ADDRESS: CITY: ST: ZIP:
CONSTRUCTION SITE INFORMATION
SELECT � EXISTING ❑ L NEW ❑ CKANGE OF GENERAL 1 I n R 11017
ONE: StTt SITE INFORMATION NPOES PERMIT NO, 1
FACILITY OTHER NPD S PERMIT
NAME: NUMBERS:
FACILITY TELEPHONE AREA CODE NUMBER
ADDRESS: NUMBER:
DEG, MIN.SEC DEG. MIN. SEC.
CITY: Sr: IL PP: LATITUDE: LONGITUDE.,
COUNTY: SECTION: TOWNSHIP: RANGE:
hlhtlDDfYY MMIDOIyY
START OF ENO OF TOTAL SIZE OF
CONSTRUCTION CONSTRUCTION CONSTRUCTION
DATE: DATE: SITE IN ACRES:
TYPE OF CONSTRUCTION (TYPE"X•'FOR ALL THAT APPLY)
❑ REStOENTtAL ❑ COMMERCIAL ❑ INDUSTRIAL RECONSTRUCTION ❑ TRANSPORTATION 13 OTHER
HISTORIC PRESERVATION AND ENDANGERED SPECIES COMPLIANCE (OPTIONAL)
HAS THIS PROJECT SATISFIED APPLICABLE REQUIREMENTS FOR COMPLIANCE WITH ILLINOIS LAW ON:
HISTORIC PRESERVATION d YES ❑ NO, AND
ENDANGERED SPECIES ❑ YES ❑ N07
I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure
that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage this system•or those
per%nns directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and Cornpltle. I am aware
that there are significant penalties for submitting false information•including the possibility of fine and imprisonment. In addition,I certify that the provisions of the
permit,inCluding the development and implementation of a storm water pollution prevention plan and a monitoring program plan,will be complied with,
OWNER SIGNATURE' DATE:
FOR OFFICE USE ONLY
MAIL COMPLETED FORM TO: ILLINOIS ENVIRONMENTAL PROTECTION AGENCY LOG:
DIVISION OF WATER POLLUTION CONTROL
(DO NOT SUBMIT ADDITIONAL ATTN:PERMIT SECTION PERMIT. ILROO
DOCUMENTATION UNLESS POST OFFICE BOX 19276
SPRINGFIELD,Illinois 62794.9276 OATS:
REQUESTED)
Information required oy this form must be provided to eorispty vats 415 ILCS Sag(1995) Failure to do so may prevent this form Irom bung processed and tbutd result in your
aoplcatan being denied This form has been approved by the Forms Management Center
14 532 2104
WPC 623 Rev SnS
GUIDELINES FOR COMPLETION OF NOTICE OF INTENT (NOI) FORM
Please adhere to the following 'guidelines to allow automated 'forms
processing using Optical , Character Recognition (OCR)' technology.
Submit original forms. Do not submit photocopies. Original foes
can be obtained from:
Illinois Environmental Protection Agency
Division of Water Pollution Control
Permits Section
2200 Churchill Road
P.O. Box 19276 _
Springfield, IL 62794-9276
or call (217) 782-0610
- Reports must be typed and signed. Do not staple.
- Center your information by typing' within the allocated areas
avoiding all lines which ,border the areas .
- Provide only one line of type per allocated area.
- Replace typewriter ribbons and. clean as necessary to avoid smeared,
faint or illegible characters .
- Use the formats given in the following examples for correct fora
completion.
EXAMPLE FORMAT
NAME: Smith John C Last First Middle Initial.
Taylor T J Mfg Co Surname First (or initials)
and remainder
L7 Trucking Co Initials and remainder
DATE: 06/30/92 Month/day/year
SECTION: 12 1 or 2 numerical digits
TOWNSHIP: 12N• 1 or 2 numerical digits
followed by "N" or "S"
RANGE: 12W 1 or 2 numerical digits
,followed by "E" or "W"
AREA CODE: 217 3 numerical digits
TELEPHONE 762-0610 3 numerical digits followed
-NUMBER: '-by a hyphen and 4 more
numerical•,digits
ZIP CODE: 62546 5 numerical digits only
ILUNOIS ENVIRONMENTAL PROTECTION AGENCY
p CONSTRUCTION SITE STORM WATER DISCHARGE
INCIDENCE OF NON-COMPLIANCE (ION)
IMPORTANT:FORM MUST HE TYPED TO ENABLE AUTOMATED OPTICAL PROCESSING.
SUBMIT ORIGINAL FORM - DO NOT SUBMIT PHOTOCOPY
LAXT rover r. r>:�trrwcTlow
F,:luttrl>:t:
NAML.
I rRE r: lcrryl
CoNwm"C-
turt:
KAML
Co LWTY• I•ECTION: TOwtswr. RAMO E
Tt7.Ea'NO++E AttE�C %Rm- get_E IG.
NKUtdt3r I L R 1 0 IfUttBEfL' ,�a�a» Yaar oapa
MAT" of
tx>cwtl►NCE;
CAUSE OF NON-=MPUANCE
ACTSONG TAXF_X TO PREVENT ANY FURTHER NON-COMPLIANCE
I
ENVIRONMENTAL IMPACT RESULTING FROM THE NON-COMPUANCE
c
ACTIONS TAKEN TO REDUCE THE E)MRONMEKTAL IMPACT RESULTING FROM THE NON-COMPUANCE
r
" 849nat6a.: Tltt.: Date:
FOIL OFFICE USF ONLY
Return completed foe„IQ: Illinois Envlrorvn.rul Prot.atton Aa.rny
Division of Wrier Pollutlon Control
LOG
Compllano.Aaatrrarce S.dlon I10
,k 200 Churohllf Rood re<narr 1 LR 0
P.O.5aX 19276
SPtingfWK IL 9779441275 CATS
This Ap+ncy Is ■uthortted to require thin Infornudion under Illinois Rov6.d Sutut.o.ltitil,Chapter 111 1f2,S.atlon mg. Dtrobaure of Wr
Inlotmadon Is requlr.d. Fallum to do w may result In a chAl penahy up to S1o,COCLOO per day of vlotatbn or I 6n.up to i75,000.00 per d47
of vSOletton and InvrIonmrry up to SIYM year's. Thl■ brm has been approved by the forma Manaq.rnsnt C.rd.r.
GUIDELINES FOR COMPLETION OF INCIDENCE OF NON-COMPLIANCE (ION) FORM
Complete and submit this form for any violation of the Storm Water
# Pollution Prevention Plan observed during any inspection conducted,
including those not required by the Plan. Please adhere to the fal-
lowing guidelines to. allow automated forms processing using optical
Character Recognition (OCR) technology:
submit original forms. - Do not submit photocopies. Original forms
can be obtained from:
Illinois Environmental Protection Agency
Division of Water Pollution Control
Permits Section
2200 Churchill Road
P.O. Box 19276
Springfield, IL 62794-9276
o.r call (217 ) 782-0610
- Reports must be typed and signed. Do not staple.
- Center your information by typing within the allocated areas avoid
all lines which border the areas.
Provide only one line of type per allocated area unless you are de-
1 scribing the cause of non-compliance, environmental impact, or action
taken .
Replace typewriter ribbons and clean as necessary to avoid smeared,
a•
faint or illegible characters_
Use the formats given in the following examples for correct form
completion.
EXAMPLE FORMAT
NAME: Smith John C Last First Middle Initial
Taylor T J Mfg Co Surname' First (or initials) and
remainder
LJ Trucking Co Initials and remainder
DATE : 06/30/92 Month/day/year
SECTION : 12 1 or 2 numerical digits
TOWNSHIP: 12th 1 or 2 numerical digits
followed by "N" or "S"
RANGE : 12W 1 or 2 numerical digits
followed by "E" or "W"
AREA CODE: 217 3 numerical digits
TELEPHONE 78,2-0610 3 numerical digits followed
DUMBER: by a hyphen and 4 more
numerical digits
ILLINOIS ENMRONMENTAL PROTECTION AGENCY
O
NOTICE OF TERMINATION (NOT)
OF COVERAGE UNDER THE NPDES GENERAL PERMIT
FOR STORM WATER DISCHARGES
OWNER INFORMATION
LASF FIRST MI, (SEEINSTRUC1ONSI OyrNERTYPE:(SELECT ONE AmormE'x'}
NAME:
❑ PRNATE ❑ COUNTY STATE
MAILING
ADDRE33: ❑ CRY ❑ SPECIAL013TFUCT
CITY: ST:I ZPt ❑ FEDE.ftAL
ApEA CODE NUMBER
ONTACT f TEZ.B
PERSON: I NUMBER.
CONTRACTOR INFORMATION
I LAST F1R5 lAl, f$ _INS7 Li TION31 iT1:1,EPHOHE AREACDOE Nt1M9ER
HAM E; NUMBER:
1 i
!MAILING I iCrr'Y:j 5T; gyp;� 1
:ADDRESS;I
CONSTRUCTION SITE INFORMATION
INPOES STORM
FACILITY �W'kTERGENERAt, I L R � a
iNAME: I .__ 1 PERMIT WiMBER:
MAILING
ISD D.iE59: ,
1 i [LATITUDE-.I DED. MIN. SEC. ILONGRLlDE1 DEC. MIN. SEC.. f
ST IL
'Cn-Y: I IIP•! tNGR�S {NURaY I E ,
i lua_soNCS�. -- staeeaKal f I E
J
� ISEGTION• TOM'NS HIP.�1 �RANGE—
'1 C.rtlfy under p+nahy of law that dleurbed voila at the lderalfted fact"have been Rnally vlabillz■d or that all■torn water dleeharg.a
alaoelaied with Induvtrial activity ham the Idarnllled Iaelllay that an authorized by an NPOES garreral permll have otherwlae bear[
ellminaled. I underlund that by eubmhYing this node*of lerminadan,that lam no longer autharitad to discharge alarm water ataaeLated
with Industrial sc'llvity by the general p+rmlt,and that disr-harging paltuunt■In storm water aaaoclaled with Induririal actIvirf to Water,
of the Stale 11 unlawful under the EmAronm+rltal Protection Act and IM Clean Water Act where the discharge to not authorited by an
NPflLS permit'
r"
OWNER SIGNATURE: DATE:
MAIL COMPLETED FORM TO: ILLINOIS ENVARONMENTAL PROTECTION AGENCY FOR OFFICE USE ONLY
01VISION OF.WATER POLLUTION CONTROL iLOC j
ATTN: PERMIT SECTION 1
(00 No'SUBMIT ADolTloNAt. 2200 CHURCHILL ROAD IPERUrr I ILRI 0 '
0_0CUtisENTATI0N_UN6°_SS POST OFFICE BOX 14?713
R_GUEST ED] SPRINGFIELD,IL 62794-9276
Thl. Agency 1■ aUthenz-d to nquln thla Imicrmatlon und.r llllnal■R.vFx.d Sls:trt.., 1991 Chcpt.r 111 117,Section 1019. Dleclosure of this
Inbrmatlan in rvaulnd under that Section, 1=allum to do ea may pmv.nt thla form learn n rv,7 prce..s.d and could re.uh In your applkallan
being oenfed. Thi. fowl ha,been approved L-y the Form- :larnagar.-.m Carer, i
r
GUIDELINES FOR COMPLETION OF NOTICE OF TERMINATION (NOT) FORM
Please adhere to the following guidelines to allow automated forms
processing using Optical Character Recognition ' (OCR) technology.
Submit original forms. Do not submit photocopies . Original forts
can be obtained from:
Illinois Environmental Protection Agency
Division of water Pollution Control
Permits Section
2200 Churchill Road
P.O. Box 19276
Springfield, IL 62794-9276
or call (217) 782-0610
Reports must be typed and signed. Do not staple_
Center your information by typing within the allocated areas
avoiding all lines which border the areas .
Provide only one line of type per allocated area .
Replace typewriter ribbons and clean as necessary to avoid smeared,
faint or illegible characters .
Use the formats given in the following examples for correct fora
completion.
EXAMPLE FORMAT
NAME: Smith John C Last First Middle Initial
a
Taylor T J Mfg Cc Surname First (or initials)
and remainder
� :. LJ Trucking Co Initials and remainder
SECTION: 12 1 or 2 numerical digits
TOWNSHIP: 12N 1 or 2 numerical digits
followed by "N" or 115"
zt-
e RANGE: 12W 1 or 2 numerical digits
s followed by "E" or "W"
AREA CODE: 217 3 numerical digits
TELEPHONE 782-0610 3 numerical digits followed
"' 7 NUMBER: by a hyphen and 4 more
t� numerical digits
bey
ZIP CODE : 62546 5 numepical digits only
Exhibit 1
RESOLUTION FOR THE
UNITED CITY OF YORKVILLE
STANDARD SPECIFICATIONS FOR IMPROVEMENTS
Resolution No. Q0 0—M3°1
These Standards apply to all infrastructure improvements, and may be modified as needed upon the advice
of the City Engineer for special identified situations or conditions. All contractors shall give the City
Engineer's office a minimum 48-hour notice of all work and of all required approvals. Failure to obtain
these required approvals will require extensive testing,removal and replacement, and a ban for a minimum
of one year, from working on the City's right-of-way. Subdividers that have been unfaithful in previous
City agreements or developments, or who owe the City payments, will not be allowed to have work
performed for them within the public right-of-way. Resident engineering inspection shall be provided
through the City Engineer's office, and all such costs shall be charged to the developer by the United City
of Yorkville. Required written approvals will not be given until outstanding bills are paid in full. The
developer's improvement Letter of Credit or other subdivision securities will also be liable for all such
costs. The developer shall be responsible for layout and staling engineering,as well as for record drawings
by a registered Professional Engineer. These Specifications for Improvements shall become a part of each
and every project approved by the United City of Yorkville, and no other specifications will take
precedence.
All improvements included in the United City of Yorkville's Standard Specifications for Improvements,
unless noted herein, shall conform to the latest editions of the State of Illinois"Standard Specifications for
Road and bridge Construction", the "Manual on Uniform Traffic Control Devices", and all amendments
thereto. These documents shall be considered as included within the City of Yorkville Standard
Specifications for Improvements, and in the case of a conflict of requirements, the most stringent shall
apply-
Prior to starting construction of any project,the developer shall attend a pre-construction meeting and bring
a representative from each contractor, a list of all contact persons that can be reached at any time, and a
complete schedule of all work to be performed.
No work is to start until the City Engineer and the City Administrator have approved the engineering plans,
and the pre-construction meeting has been held. The City Engineer must approve any changes to the
approved plans in writing. The City Engineer or a representative will,upon discovery of improper material
or installation practices, issue a written document to the contractor, stating that failure to stop and correct
such deficiencies will result in the City's refusal to accept such improvements or to issue any further
building permits, or to perform required inspections.
The subdivider shall obtain and keep in force insurance coverage for Worker's Compensation, and
Employer's Liability, Commercial General Liability, Commercial Automobile Liability, and Umbrella
Liability, as described in IDOT's"Standard Specifications for Road and Bridge Construction". The United
City of Yorkville shall be named as an additional insured. The insurance coverage shall remain in effect
until the City accepts the entire development.
The City will not consider acceptance of the public improvements in a development until it is at least fifty
(50)percent built out,or three years after the roadway binder course is paved,whichever is sooner.
Blasting will not be allowed.
September 27, 2004
SMPP 5.2
Standard Specifications for Improvements
ROADS
All roadways shall conform to the Illinois Department of Transportation (hereinafter termed IDOT)
"Standard Specifications for Road and Bridge Construction", unless modified herein. Horizontal and
vertical geometric for right-of-ways and roadways shall conform to the City Standards,listed in Figure 2.
Surface course must not be placed until at least seventy- (70%) percent of the adjacent, private
improvements are in place. However, in no case shall the surface course be placed until the binder course
has been in place for at least one full winter season. In no case shall the surface course be delayed more
than three(3)years after the binder course has been installed.
The subgrade shall be graded and compacted to a hard,uniform surface,matching the slopes of the surface
course. It shall have no rutting and shall completely drain to the outer edges. It shall be proof rolled by the
contractor with a fully loaded(gravel) 10-cubic yard dump truck and witnessed by and approved in writing
by the City Engineer's representative (hereafter termed City Engineer) before proceeding to build the
roadway. All unsuitable subgrade shall be removed and replaced with compacted, stable clay material or
shall be replaced with compacted CA6 limestone on an approved, non-woven roadway fabric (6.5 oz.
minimum). Other geo-grids may be required for certain conditions. All bituminous mixtures shall be
delivered and handled so that the bituminous mixture immediately behind the paver screen is at or above
270 degrees F. All asphalt delivered to the project shall be covered when the temperature is at or below 70
degrees F.
All subgrades, other than approved granular subgrades,shall be completely covered with a subgrade fabric
(Amoco 4551 or approved equal), with a full 18 inches of overlap. Subgrade Fabric shall also be used on
lime-stabilized sub grades. It shall be placed neat and tight, without wrinkles, tears, or defects.
Construction equipment shall not be allowed to drive on the fabric until it has a minimum of four inches
cover of granular base material. The City Engineer shall approve in writing the subgrade fabric
installation prior to placing base material. The subgrade fabric shall extend a minimum of twelve inches
beyond the back of each curb.
In areas where undercutting of the subgrade is required, the bottom of the excavation shall be Iined with a
woven geotextile(Amoco 2002 or approved equal),and backfilled with CA-3 aggregate.
The aggregate base course shall be compacted to a minimum of 95%Modified Proctor and shall be free of
all dirt and debris. The course shall be proof rolled, as described above, and witnessed by and approved in
writing by the City Engineer before proceeding to build the roadway. A bituminous prime coat shall be
applied to the aggregate base course prior to paving.
The bituminous concrete binder course shall be placed only upon the written approval of the City Engineer.
All asphalt must be laid utilizing a good-quality, properly-functioning, tracked or wheeled asphalt laying
machine, utilizing fully-automatic, electronic sensing control from a stringline for the initial course, and
from a minimum fifteen(15')foot ski for all other lifts. The bituminous binder course shall be proof rolled
as described above, and witnessed by, and approved in writing, by the City Engineer before proceeding
with the surface course. All repairs must be made as directed by the City Engineer. All bituminous
pavement patches shall be at least fifty(50%)percent thicker than the pavement being patched.
Also, the binder course shall be bump tested by the contractor, and witnessed by the City Engineer, and all
areas exceeding one-half inch (112") bumps, including header joints and any patch joints, shall receive a
leveling course prior to surfacing. Areas of excessive patching will automatically receive a level course
prior to surfacing. Prior to any leveling course or surface course,the streets shall be flushed clean and free
of all dirt and debris. A bituminous tack coat will be required. Minimum temperature requirements for
laying asphalt will be 5 degrees F higher than that allowed by IDOT specifications.
S-2
Standard Specifications for Improvements
The bituminous concrete surface course shall be placed only upon the written approval of the City
Engineer. All asphalt must be laid utilizing good-quality,properly functioning,tracked or wheeled asphalt
laying machine, utilizing fully automatic, electronic sensing control from a minimum 15-foot ski. The
surface course shall be bump tested by the contractor, and witnessed by the City Engineer. All bump test
penalties specified by IDOT specifications shall be quadrupled,and areas that have an excessive amount of
one-half inch (1/2") bumps shall be completely removed and replaced,not just the bump itself. Minimum
temperature requirements for laying bituminous surface course will be five (5) degrees F higher than that
allowed by IDOT specifications. The surface elevation of the asphalt at the concrete gutter shall be V4 inch
higher than that of the adjacent concrete. All streets shall have a cross slope of 2%from the centerline to
the concrete curb.
Areas of segregated binder course and/or surface course shall be removed and replaced at the direction of
the City Engineer. Segregated asphalt is the uneven distribution of course and fine materials in the asphalt
characterized by pavement textures different from the surrounding material,and can usually be seen by the
naked eye.
Pavements constructed from Portland Cement Concrete shall be designed in conformance with American
Concrete Pavement Association Publications IS 184P and IS 061P,as amended.
Combination concrete curb and gutter will be required on all roadways. All curb and gutter shall be placed
on an aggregate base with a minimum thickness of four inches, but in no case shall the curb and gutter
subgrade be higher than one inch below the adjacent roadway subgrade. The height of the gutter flag shall
be ten (10") inches, unless directed otherwise by the City Engineer. As noted previously, the roadway
subgrade fabric will extend over the curb and gutter subgrade, and beyond by a minimum of twelve (12")
inches. The concrete curb and gutter shall be reinforced with two #4 deformed bars, placed three (3")
inches from the bottom,spaced twelve(12")inches apart,centered on the total width of the curb and gutter.
Machine-placed concrete curb and gutter is to be utilized wherever practical,utilizing a minimum Class X
concrete, and a five (5%) percent minimum air-entrainment. Plastizers will be allowed,but chlorides will
not An approved spray-on curing compound with red fugitive coloring shall be applied immediately after
finishing, and a sealer, WR Meadows TIAC, or approved equal, shall be applied after seven days. The
resident engineer shall be notified of these applications, and proof of purchase,with material specifications,
will be required. The concrete curb and gutter shall have the required slip bar expansion joints, and '/, inch
deep sawed contraction joints will be required every 15-20 feet, within 24 hours after each pour. Minor
honeycombing on the two outer,vertical surfaces will be allowed,but they must be patched in an approved
manner, and witnessed by the City Engineer,prior to backfilling. The clay backfiIl behind the curb shall be
placed and compacted prior to placing aggregate base course.
Roadway extensions and stubs will be required as part of the development, with full improvements where
needed, for future growth. Additional lanes, access improvements, traffic signalization, etc., may be
required, at the developer's expense. The developer shall reimburse the City for two of each street name
and regulatory signs and posts required, and the City will install them. All signs shall be high-intensity,as
approved by the Director of Public Works. All pavement markings shall be thermoplastic. The developer
shall reimburse the City for the cost of replacing any signs that are missing, stolen, or damaged prior to
final acceptance.
The developer, to comply with these Standard Specifications for Improvements, shall improve existing
roadways running through,or adjacent to,the development.
S-3
Standard Specifications for Improvements
Half-streets are discouraged, but where they are necessary, on advice of the City Engineer, the minimum
width street will be twenty-four (24') feet from the edge of pavement to the back of curb, on the
development side of the roadway. Street lighting, sidewalk,and landscaping on the development side will
be required. Temporary tee turn-arounds will be required on all streets stubbed for future roadway
extension, as recommended by the City Engineer, and shown on the Final Plat. Paving for the tee will
extend from right-of-way line to right-of-way line, to a length of fifteen (15') feet, and two radii of fifteen
(15') feet. The pavement beyond the road edge shall be three (3") inches of bituminous concrete surface
course, on a ten- (10") inch CA6 aggregate-compacted base, with pavement fabric. Concrete curb and
gutter will not be required around the tee, and sidewalk will not required through the tee. The developer
extending the street in the future shall remove the excess paving and base,place topsoil, and seed the area
disturbed, construct the additional curbing so that the curb and gutter is continuous and uninterrupted from
one development to another, and resurface for a distance of thirty (30') feet, including header joints, as
approved by the City Engineer.
When a development includes construction along State and County highways, or other heavily traveled
road, the developer shall post advance-warning signs. The developer shall consult with the Yorkville
Police Department concerning the types and locations of signs, and shall obtain a permit from the
appropriate jurisdictional agency prior to erecting the signage.
The City may require the roadway design to include traffic-calming measures. These measures may
include, but not be limited to, curvilinear roadway layout; landscaping beyond the requirements of the
Landscape Ordinance,traffic tables,and fog lines.
If a development includes the construction or modifications of traffic signals, the new signals shall be
designed to have light-emitting diode (LED) lights. The traffic signal shall also have a battery backup
device.
All new roadways shall be designed in accordance with IDOT Circular 95-11, or the most recently adopted
IDOT standard for the design of flexible and full-depth bituminous pavements. The following minimum
design criteria shall be used when applying the design method:
Design period=20 years Class II Roadway
Traffic Factor Equations for 80,000 lb. Vehicles 2.0%traffic growth rate
AC viscosity of AC-20 Subgrade Support Rating of Fair
Local Residential Roadways
Local Residential Roadways are intended to cant'an average daily traffic (ADT)volume of less than 1000.
The right-of-way width shall be 66 feet. The bituminous concrete surface course shall be a minimum of 1.5
inches in thickness of Class "I" Superpave mixture. The bituminous concrete binder course shall be a
minimum of 2.5 inches in thickness. The aggregate stone base shall be 10 inches in thickness of clean,
crushed CA-6 gradation gravel or limestone. The roadways shall be bound with B-6.12 combination
concrete curb and gutter to a width of thirty feet from back of curb to back of curb(B-B). The street radius
for all intersecting streets shall be a minimum of thirty feet to the back of curb. The edge of pavement shall
be cleaned and sealed with rubberized asphalt cement hot-poured joint sealer.
Estate Residential Roadways
Estate Residential Roadways are intended to carry an average daily traffic(ADT)volume of less than 1000.
The right-of-way width shall be 70 feet. The bituminous concrete surface course shall be a minimum of 1.5
inches in thickness of Class "I" Superpave mixture. The bituminous concrete binder course shall be a
minimum of 2.5 inches in thickness. The aggregate stone base shall be ten inches in thickness of clean,
crushed CA-6 gradation gravel or limestone. The roadway surface shall be 28 feet wide with two 12.5-foot
wide through-lanes. The lane edges shall be striped with a four-inch thermoplastic pavement marking. The
roadway up to and including the aggregate stone base shall be 32 feet wide to provide a 2-foot wide
aggregate shoulder (nominal thickness of at least 12 inches), and also to allow for future widening.
Mailbox turnouts will be paved,using driveway specifications to determine thickness.
S-4
Standard Specifications for Improvements
Minor Collector Roadways
Minor Collector Roadways are intended to carry 1000-2500 ADT. The right-of-way width shall be 70 feet.
The bituminous concrete surface course shall be a minimum of 1.5 inches in thickness of Class "I"
Superpave mixture. The bituminous concrete binder course shall be a minimum of 4.5 inches in thickness.
The aggregate stone base shall be 12 inches in thickness of clean, crushed CA-6 gradation gravel or
limestone. The roadways shall be bound with B-6.12 combination concrete curb and gutter to a width of 34
feet B-B. The street radius for all intersecting streets shall be a minimum of thirty feet to the back of curb.
Minor collector roadways may provide direct access to adjacent private lots. The edge of pavement shall
be cleaned and sealed with rubberized asphalt cement hot-poured joint sealer.
Collector Roadways and Commerciak/Industrial Roadways
Collector Roadways are intended to carry 2500-12,000 ADT. The right-of-way width shall be 80 feet
These design standards shall also apply to all roadways directly serving commercial or industrial zoned
areas. The bituminous concrete surface course shall be a minimum of 1.5 inches in thickness of Class"I"
Superpave mixture. The bituminous concrete binder course shall be a minimum of 4.5 inches in thickness.
The aggregate stone base shall be 12 inches in thickness of clean, crushed CA-6 gradation gravel or
limestone. The roadways shall be bound with B-6.12 combination concrete curb and gutter to a width of 39
feet B-B. The street radius for all intersecting streets shall be a minimum of 40 feet to the back of curb.
Collector roadways shall not provide direct access to adjacent lots in residential-zoned areas. The edge of
pavement shall be cleaned and sealed with rubberized asphalt cement hot-poured joint sealer.
Maior Collector Roadways
Major Collector Roadways are intended to cant'more than 12,000 ADT. The right-of-way width shall be
100 feet. The bituminous concrete surface course shall be a minimum of 1.5 inches in thickness of Class
"I" Superpave mixture. The bituminous concrete binder course shall be a minimum of six inches in
thickness (2 lifts required). The aggregate stone base shall be 16 inches in thickness of clean, crushed CA-
6 gradation gravel or limestone. The roadways shall be bound with B-7.18 combination concrete curb and
gutter to a width of 51 feet(four 12-foot lanes)B-13. The City Engineer may require an additional 12-foot
center turn lane, as deemed appropriate. The street radius for all intersecting streets shall be a minimum of
50 feet to the back of curb. The edge of pavement shall be cleaned and sealed with rubberized asphalt
cement hot-poured joint sealer.
An alternative bituminous base course may be approved by the City Engineer, and B6-18 or B6-24
combination concrete curb and gutter may be required,based upon specific site drainage needs.
Boulevards
Boulevard-style roadways shall have a minimum width of 28 feet B-B for approaches to intersections. The
minimum pavement width in other areas shall be 20 feet B-B.
SIDEWALK
Non-reinforced, concrete sidewalks will be required on both sides of all roadways. They shall be a
minimum of four (4') feet wide where four (4') feet wide walks now exist, and five (5') feet wide in all
other locations. All sidewalks shall be five (5") inches in thickness. They will be a minimum of six (6")
inches in thickness across driveway approaches. All sidewalks shall have an aggregate base of CA 7,with
a minimum thickness of two inches (five inches across driveway approaches). All concrete shall be Class
X,with a minimum of five(5%)percent air-entrainments. Sidewalks shall slope two (2%)percent towards
the street. Approved curing and sealing compounds are required, as specified previously for concrete curb
and gutter. The back of the sidewalk shall be placed twelve(12") inches from the right-of-way line,unless
directed otherwise. The sidewalk shall have a light broom finish. Formed contraction joints are required.,
at a spacing of five (5') feet. Expansion joint material, one-half inch in thickness, and full-depth, shall be
placed every 100 feet. The subgrade for the sidewalk shall be uniform,neat, and compacted to a minimum
90%modified proctor.
S-5
Standard Specifications for tmpmvements
Spalling or chips will not be allowed to be patched. All such areas will be removed from contraction joint
to contraction joint, and replaced. All sidewalks will be in place prior to acceptance of the public
improvements by the City, which includes in front of vacant lots. These areas must be protected during
future construction.
No sidewalks are required in Estate-residential subdivisions. However, in the event sidewalks are not
provided, a paved hail that abuts every lot must be provided, that meets the City's standards, specifically a
ten (10') foot width, with an exit and entrance identification, consisting of two (2") inches of asphalt on
eight (8") inches of CA6 aggregate. Dedicated easements at least fifteen (15') feet wide must be provided
for the trail.
DRIVE APPROACHES
Drive approaches must be constructed to one of the following:
1. Six inches,minimum of Class X concrete, with a minimum of five (5 0/6)percent air-entrainment,
over six inches minimum CA6 aggregate base over a 90%modified proctor compacted subgrade,
with curing and sealing treatments,as specified above,under concrete curb and gutter. Expansion
joint material, one-half (1/2") thick and full-depth, shall be installed at the curb and at the
sidewalk.
2. Two inches, minimum of Class 1 bituminous concrete surface course, over a minimum base of
eight (8") inches of CA6 aggregate over a 90% modified proctor compacted subgrade. The
concrete sidewalk will be constructed through the drive approach, and any construction damage to
the concrete sidewalk or curb will cause removal and replacement of those improvements. Drive
approaches will not be constricted steeper than eight(8%)percent
3. In Estate-residential subdivisions, all driveways must be paved with brick, asphalt, or concrete,
and must have a concrete culvert with flared end sections. Culvert diameter shall be twelve(12")
inches or greater,as required by the City.
PARKWAYS AND PARK SITES
All parkways, park sites, and other open spaces shall be landscaped and designed in accordance with the
City of Yorkville's Landscape Ordinance and the Park Development Standards, as amended from time to
time.
Any existing trees within a development deemed by the Parks Department and Public Works Department to
be dead, dying, or of an undesirable species shall be removed by the developer. The developer shall not
remove or cut down any trees without the prior consent of the Parks Department and Public Works
Department,or as indicated in the approved landscape plan.
STREET LIGHTING SYSTEM
All streets shall have a complete street lighting system designed by a professional engineer. A street light
will be required at all intersections,all curves,at all ends of cul-de-sacs,and at a maximum spacing of 300
feet. In Estate-residential subdivisions, street lights shall be required at intersections, and at a maximum
spacing of 500 feet, with lights also placed at curves and a he end of dead-end streets. The poles shall be
concrete with butt-type foundations. The City Engineer may require a streetlight to be placed at other
points, as may be necessary in the public interest in unusual or special conditions. They shall be located at
side lot lines,and on the opposite side of the street from the water main,wherever possible, and shall be set
two feet from back of curb to face of pole. Occupancy permits cannot be issued until all streetlights in that
phase of the development are installed, complete,and operational.
S-6
Standard Specifications for improvements
All exterior lighting of private property in new developments shall be designed, located, and mounted at
heights no greater than twenty(20') feet above grade for non-cutoff lights,and forty-(40')feet above grade
for cutoff lights. The lighting plan, photometrics, and shop drawings for lighting equipment shall be
submitted prior to issuance of a building permit. Glare shall be minimized to the extent practical by
orienting lights away from the public right-of-way and abutting properties, or by planting vegetation to
provide screening. Exterior lighting shall be designed, located, and mounted so that the maximum
illumination measured horizontally at the lot line does not exceed one(1')foot-candle.
Light Distribution: Luminaries of the Type II distribution as approved by the Illuminating Engineering
Society (herein termed IES) shall be used, except at intersections where Type II or Type IV IES
distribution shall be used. The City Engineer may designate the IES Type V distribution luminaries be
used in the public interest under unusual or special conditions.
Individual Control: On individual control of lights, the photoelectric control shall be mounted on top of
the luminare.
Line Dron: Voltage drop shall be no greater than three(3%)percent from power supply to the last pole,
with no wire size smaller than No. Six (6) Type RHH or RHW Underground Service Cable (USC). All
streetlights shall operate at 120 volts,except for those on major streets.
Power Supply Location: Connection to the power supply shall be made to comply with Commonwealth
Edison Company rules and regulations,as amended fro time to time.
Conduit: All driveways, street, and sidewalk crossovers shall have two (2") inches of HD PVC conduit,
used as raceways for underground cable.
Underground Cable: All underground cable shall be direct-buried cable,placed at a depth at least thirty-
(30") inches below the normal finished grade. Three cables (Black, White, Green) shall be run from the
pole to the power supply. Any underground cable broken more than once prior to Final Acceptance shall
be replaced from the power source to the pole or from pole to pole.
Splices: All cable on the underground cable section shall be continuous, and no splicing shall be made
underground. All necessary splices shall be made above ground level.
Under round Cable Location: Underground cable shall be installed in a trench not less than two feet
from the back of the curb, except that in no case shall the underground cable be installed under the
sidewalk.
Grounding: A copper-clad ground rod shall be placed at each pole. The rod shall be minimum 518-inch
diameter, and ten(10') feet long.
Fusing: All underground feeders shall be fused at or below their rated capacity. Each standard shall
contain in-line fuse holders, with proper fusing in series with each underground conductor to protect the
luminare located on that pole.
Maintenance Prior to Acceptance: Once streetlights are operational, the Yorkville Public Works
Department shall perform normal maintenance, even though the Yorkville City Council has not accepted
the streetlight system. Normal maintenance consists of investigating the cause of an outage, and repairing
it if the cause is a burned out lamp, fuse, or photocell. All other repairs shall be referred to the developer.
The cost of performing normal maintenance prior to acceptance by the Yorkville City Council shall be paid
from a"Streetlight Normal Maintenance"deposit established by the developer prior to recording the Final
Plat. The deposit shall be $300.00 per pole, or other such amount, as may be determined by the Yorkville
City Council,from time to time. If the deposit proves insufficient, the developer shall replenish the deposit
within thirty- (30) days of written request by the City Engineer. The Yorkville City Council shall return
any unused funds to the developer upon acceptance of the streetlight system.
S-7
Standard Specifications for Improvemctts
Stree�ht Standard and Bracket: Local streets shall use 906 B19-AD4, American Concrete Company
pole and bracket, or approved equal. Luminare shall be mounted 19'9"above the street, shall have a four-
(4') foot arm.The pole shall be buried a minimum of five(5')feet below grade and backfilled with crushed
CA6 limestone, watered, and compacted around the butt of the pole. The bracket is to be furnished with
the pole.
The luminare shall be a General Electric Company No. M2RR1551N2AMS3F,or approved equal with the
1-114"side mount built-in ballast. The luminaries shall be fitted with General Electric Company"Lucalox"
high-pressure sodium lamps LU 150/55/D, or approved equal, with GE Company ANSI specification
"S55" high-pressure sodium ballasts (or approved equal) or American Electric 115 15-S-RN-120-R2-DA-
413.
Major Collector Streets: The lighting pole shall be Stress Crete E340-BPO-G, with Style 210 low rise
tapered aluminum davit, or approved equals. The davit outreach length shall be eight (8') feet. The
luminare shall be mounted thirty- (30') feet above the street The pole shall have an embedment depth of
five(5') feet,and be backfilled with CA 6 limestone.
The streetlight system shall be operated through controller(s) in ground-mounted cabinets. The controller
and luminare shall operate at 240 volts. The controller shall be housed in a pad-mounted Type NEMA 3R
enclosure. The exterior of the cabinet shall have a bronze tone powder-coat finish. The approximate
dimensions of the cabinet shall be 42"H x 36"W x 12"D. A Com Ed meter socket shall be provided on the
exterior of the cabinet.
The manufacturer or distributor shall guarantee streetlight standards, luminaries,ballast, lamps, and cables
for their proper use,for one year,from the date of acceptance.
Testing; The subdivider shall manually trigger the photocell in order to have each street light bum
continuously for at least 48 hours. During this burn test, amperage readings shall be taken, and must be
within ten(10%)percent of the connected load,based on equipment ratings.
Parking Lot Lighting_ Parking lots in areas zoned Business, Residential, or Office-Research, shall be
provided with lighting necessary to achieve a minimum average of 2.0 foot-candles, as measured across the
entire parking lot, and a maximum of 1.0 foot-candles,as measured at the adjoining property lines. Parking
lots in areas zoned Manufacturing shall have a minimum average lighting intensity of one foot-candles,per
square foot. Lighting shall be designed to avoid casting direct light or glare onto adjacent residential
property.
STORM SEWER SYSTEM
A complete storm sewer system shall be required,consisting of closed conduits to an approved storm water
storage system. All storm sewers within the public right-of-way and easements parallel to and adjacent to
public right-of-way shall be reinforced concrete pipe (RCP),with a twelve (12") inch minimum diameter.
Storm sewers in rear yards and side yards may be high-density polyethylene (H.D.P.E.) of a manufacturer
and design, to be approved by the City of Yorkville. All roadways will have a system of inlets/catch
basins,tied directly to the storm sewer. These storm water collection locations will be on both sides of the
street, with a maximum longitudinal flow interval of 300 feet. All such collection points will be an inlet
except the last structure before entering a storm sewer main shall be a catch basin with a two-foot sump.
Catch basins or open-lid structures shall not be located over the sewer main. All backfill is to be a CA?
aggregate. All storm sewer roadway crossings from structure to structure must be backfilled with CA7
aggregate and completely encapsulated in an approved drainage fabric. In this manner,the curb subgrade,
the storm crossings, and the inlets and catch basins create a roadway underdrain system for longer roadway
life.
The City may require that storm sewers be constructed along the centerline of individual roadways at
certain locations. Those locations shall normally be limited to within 100 feet of the lowest sag vertical
curve of a roadway. Where these locations occur within a horizontal curve of the roadway,storm manholes
shall be paced at the centerline of individual roadways.
S-8
Standard Specifications for improvements
If subgrade conditions are excessively sensitive to moisture or other special conditions, a capped,
perforated, plastic underdrain may be required under the curb and gutter. All storm water conduits 12"
diameter and larger shall be internally televised in color just prior to City acceptance, and shall be free of
defects, sags, dirt, and debris. All non-RCP storm sewers shall also be mandrel tested (similar to sanitary
sewer testing)just prior to City acceptance.All parking lots shall be drained internally,and directed by pipe
to the stoma sewer. Storm sewers shall extend to the limits of the development with proper sizing, as
approved by the City Engineer,based upon current and future runoff conditions,to pick up and safely carry
through the development any and all upstream bypass flows.
All new homes with basements or crawl spaces shall have a direct,underground conduit to the storm sewer
system. Fill-in lots in areas with no storm sewer within 500 feet shall not be required to have this direct
connection. Minimum depth of cover for these lines shall be 30 inches. All discharges shall have an
approved automatic diverter calve immediately outside the house and a check valve inside the house.
Multiple collection lines of four inch and six inch HD PVC will be allowed by an approved design.
Terminal and junction points shall be at two-foot diameter precast concrete inlets with open-lid castings.
The pipe from the house shall be a 2" minimum HD PVC with cemented joints. The connection to the
storm sewer shall be through a neat, tight fitting, bored hole into the concrete pipe. After insertion of the
sump pump discharge pipe into the concrete storm sewer pipe, the joint shall be sealed with hydraulic
cement. In no case shall the sump pump discharge pipe extend beyond the inner surface of the concrete
storm sewer pipe. Connections,however,shall be into a structure wherever practical.
Individual storm sewer services shall not be required in areas of the development where soil and ground
water conditions indicate that sump pumps would run very infrequently. If the developer does not wish to
install storm sewer services, he shall perform soil borings at regular intervals (300' to 400' grid typical)
during the Final Plan preparation stage, to determine soil types and ground water elevations. Boring
locations are subject to approval by the City. Each boring shall extend at least 20 feet below existing
ground elevations and be referenced to the development benchmarks. If the boring logs show granular soil
and also show ground water elevations at least five(5') feet below planned basement floor elevations,then
individual storm sewer services shall not be required in that area of the development. During excavation of
every basement in that area, the developer shall verify (with City representative present) that the granular
soil and deep ground water conditions exist If either condition is found not to exist at a building location,
the developer shall construct a storm sewer service to that building, in conformance with these Standard
Specifications.
The design of the storm water collection system shall be for a ten(10) year storm, running just full. The
only exception to this is where the receiving storm water system has less capacity and here the new system
of conduits shall be designed for a five(5)year event,running just full. The minimum velocity shall be 2.5
fps and the maximum shall be 8 fps. The storm sewer pipe shall have a minimum cover of three (3') feet.
Storm sewer manholes shall be five(5') feet internal diameter,constructed of reinforced concrete,and shall
be placed at a maximum spacing of 500 feet Storm sewer manholes may be four(4')feet internal diameter
when the largest sewer entering/leaving the manhole is 18" diameter, and the orientation of sewers
connecting to the manhole is such that there is at least 12" of precast wall between the openings provided
for sewers. The use of adjusting rings is limited in height to eight (8") inches. Inlet and/or catch basin
frames and grates shall be Neenah No.3015,East Jordan No.7010,or approved equal. Whenever possible,
castings for curb drains shall have a fish logo to discourage dumping of oils, pesticides, and other
inappropriate items into the storm sewer system.
Where a continuous grade is carried across an inlet or catch basin casting, the open-vaned cover shall be
used,Neenah No. R-32868V, East Jordan No. EV-7520, or approved equal. All manhole castings shall be
Neenah No. R-1030, East Jordan No. 105123, and Type B cover, or approved equal. All type B covers
shall have "City of Yorkville" and "Storm" cast into the top, and shall be concealed pickhole type. All
sections of the manholes shall be completely sealed and butyl rope, including the casting. Manholes shall
no be allowed in the pavement, curb, gutter, or sidewalk. All flared end sections 15" or larger shall have
grates.
S-9
Standard Specifications for lmprovenents
In Estate residential developments, a ditch shall be required on both sides of the street, and shall have a
minimum profile slope of one(1%)percent(side slope 4:1 on the street side,and 3:1 on the lot side).
For developments ten acres in size or larger, the developer may use computer-based methods to determine
stormwater storage volumes. The specific method and parameters used in employing the method shall be
subject to the approval of the City Engineer.
For developments less than ten acres in size, the storm water storage system shall be designed utilizing a
Modified Rational Method, as described below:
1. Q = (Cm) iA, where a run-off co-efficient or Ca is calculated for the site based upon actual
proposed surface coverage. Cm then equals 1.25 times Ca.
2. The following run-off co-efficient shall be utilized as minimums:
Surface C
Grass .50
Asphalt/Concrete .98
Roof 1.00
Detention 1.00
3. The maximum release at the designated 100-year level is 0.15 cfslacre. The City Engineer
shall reduce this allowable release rate where the downstream accepting system is
experiencing drainage problems such as the Elizabeth Street swale where all receiving
discharges are limited to 0.10 cfslacre. The outlet structure design shall address the two-year
(0.04 cfslacre)and the 25-year(0.08 cfslacre)storm control,in addition to the 100-year event.
4. When depressional compensatory storage is provided by increasing the volume of a
stormwater detention basin, the maximum allowable release rates of the basin shall be
reduced, as directed by the City of Yorkville to approximate the pre-development release of
the depressional area,and realize the full storage potential of the enlarged basin.
5. The minimum size restrictor shall be a four-inch by twelve-inch long HD PVC pipe. The
design must be designed for easy maintenance and cleaning during a storm event. The
discharge shall be directly to a downstream storm sewer if one is available within a reasonable
distance. if not, the discharge will be to the surface, with approved energy dissipation and
downstream erosion protection.
6. The rainfall intensities to be utilized are those established by the Illinois State Water Survey's
Bulletin#70, as amended for the specific City of Yorkville area In designating the required
storm water storage volumes, the maximum value calculated using the various events should
be utilized. See Figure 3 for a sample calculation.
7. The storm water storage areas must have containment for twelve inches of additional storm
water storage, with an approved calculated overflow area at six inches above calculated 100-
year elevation. This overflow shall have an erosion concrete curtain wall, with a minimum
thickness of 8 inches, a minimum depth of three feet below grade, and a length to extend a
minimum of four feet beyond the limits of the overflow on either end. This wall is not to be
formed, but is to be trenched or excavated into natural soil, or into the compacted fill, and is
to be finished flush to the ground.
8. Storm water storage areas shall be covered by an easement,including access thereto,such that
should the owner not maintain said area as necessary, the City can cause such corrections and
bill the owner,including any and all administrative costs.
S-10
Standard Specifications for Improvements
9. The engineering plans shall have a full sheet dedicated to the soil erosion and sedimentation
control requirements for the development, including silt fencing, straw bales, drainage fabric,
etc. Failure to properly maintain this system may result in major storm sewer cleaning within
the site and in the offset storm system. The City reserves the right to place a hold on all
building permits and inspections if the soil erosion and sedimentation control plan is not
properly maintained. Keeping the streets clean is part of this plan, and failure to do so will
result in these actions.The developer shall establish a Street Cleaning deposit with the City of
Yorkville, in the amount of$5000.00. If the streets are not cleaned within 48 hours of a
written request by the Director of Public Works, the City shall have the streets cleaned, and
subtract that cost from the deposit. The developer shall replenish the deposit to the full
amount if it falls to less than $1000.00. The Yorkville City Council shall return any unused
portion of the deposit to the developer upon acceptance of the streets.
10. The developer shall establish basins onsite where concrete ready-mix tracks must wash out
after delivering their load. Signs shall be posted at each entrance to the development to warn
truck drivers of the requirement to wash out at specific sites, and notify them of the fine for
non-compliance (up to $100.00 for each offense). Each entrance sign shall include a
simplified map of the development, to show the locations of the washout basins in the
development. A sign shall also be posted at each washout basin, to identify the site. The
developer shall maintain all signs, basins, and appurtenances in good condition until the City
accepts the public improvements.
Washout basins shall be located outside of the public right-of-way,parks,and all public utility
easements. They shall be located in relatively low-traffic areas,and be at least fifty-(50') feet
from storms drains, open drainage facilities, and watercourses, unless approved otherwise by
the City Engineer. Basins shall have a minimum twelve (12") inch thick CA-3 aggregate
approach of sufficient width over a woven geotextile fabric, to reduce tracking of mud onto
roadways. The washout area shall be contained by an earthen berm, and be at least ten (10')
wide by ten(10')long. The maximum depth of a washout basin shall be three feet. When the
volume of a washout basin is 75%full, the developer shall remove the hardened concrete and
transport it to a legal landfill. Burying waste concrete onsite shall not be permitted.
The developer shall incorporate the items necessary to comply with this requirement, as well
as provisions for maintenance, onto the erosion and sediment control plan sheet. All signage,
washout basins,and appurtenances shall be in place before the first building permit is issued.
11. The engineering plans shall have one or more full sheets dedicated to the Final Grading of the
entire site. The minimum grade for all grass areas shall be two (2%) percent, except that
swale areas may be at one (1%) percent if it is over an approved, piped underdrain. Slopes
shall be shown with arrows at all locations from all break points. A grading plan on an 8-1/2"
x 11"paper for the actual building must be submitted for each building permit submitted, and
will become a part of the building permit. All top of foundation elevations will be a minimum
of two (2') feet, and a maximum of three (T) feet above the street centerline elevation,
measured at the center of the lot in question,unless the City Engineer directs otherwise,based
on site-specific conditions. Drives must be at a minimum slope of two (2%) percent, and
maximum slope of eight (8%)percent towards the curb flow line from the garage. When the
forms for the foundation are ready to pour, a top of foundation elevation and location
certification of a registered surveyor or engineer, as approved by the building inspector, is
required prior to pouring the concrete into the forms. The tolerance here is 0.15 feet lower
and 0.5 feet higher,and behind all applicable setback and easement lines.
S-11
Standard Specifications for Improvements
12. Requests for an occupancy permit must include an as-built grading plan, signed and sealed by
a registered land surveyor, showing the original, approved grades and slopes, along with the
actual grades,just prior to the occupancy permit request. The actual grades must fall within a
tolerance of 0.15 feet in order to receive an occupancy permit. Top soiling and seeding or
sodding,if applicable,must be in place prior to the final grading plan. All City-incurred costs
of reviewing these grading plans shall be the responsibility of the developer. Note that
specific building codes, ordinances, and permitting procedures, which may be established by
the United City of Yorkville, shall supersede these requirements.
13. General grading and landscaping of the storm water areas shall be designated according to the
Park Development Standards,Landscape Ordinance, and these Standard Specifications. The
City may require that storm water detention and retention facilities, as well as grading,
landscaping, and stomwater collection systems, incorporate currently acknowledged Best
Management Practices to improve storm water quality. These may include, but are not
limited to, naturalized detention basins, bio-swales, low impact design standards, perforated
storm sewer, designs that reduce the degree of connected impervious areas, designs that
encourage infiltration of storrnwater,etc.
Wet ponds shall have a maximum allowable depth of two feet between the normal water level
and the high water level corresponding to the Ten-Year Frequency Storm. The City may
require wetland-type plantings and appropriate grading around the perimeter of wet ponds.
The developer shall provide a soil report, prepared by a licensed professional engineer, to
determine whether or not lake lining will be required. Vertical or nearly vertical edge
treatment will require an approved method,allowing a child to easily climb out of the water.
Storm sewers discharging to a stomwater basin shall be designed such that the sewer invert at
the discharge point is no lower than 6"below the normal water level of the basin, and the top
of sewer is no lower than the ten-year high water level of the basin.
14. Storm water storage basins shall operate independently of any watercourse or water body
receiving the discharge from the basins. Bypass flows from upstream areas should bypass the
storm water storage facility, where practical. The entire development shall be examined
under the premise that all storm sewers are blocked and full when a 100-year event occurs,
and the development can pass these flows without flooding homes. All overflows are to be
contained within the right-of-way, or where absolutely necessary, through special drainage
easements. All buildings shall have the lowest water entry a minimum of IS inches above the
elevations determined for this bypass situation.
15. Storm water detention shall not be required under the conditions listed below. The City
reserves the right to require detention on any parcel of land if special circumstances exist, and
to require that sewer be constructed as necessary,to carry away the storm water.
a) Proposed development or re-development of the existing lots zoned single-
family detached,or duplex residential,less than 2.5 acres in gross area.
b) Proposed development or re-development of existing lots zoned other than
single-family detached or duplex residential, that are less than 1.25 acres in
gross area.
5-12
Standard Specifications for Improvoments
WATER SYSTEM
1. All water mains shall be Class 52 ductile iron pipe, conforming to the latest specification
requirements of ANSI A21.5.1. Mains shall be cement lined, in accordance with ANSI
A21.4. Fittings shall conform to ANSI 21.10. Gate valves shall be resilient wedge type,
conforming to the latest revised requirements of AWWA specification C509. All water mains
are to be polyethylene wrapped. Main line valves 10" diameter and larger are to be installed
in a vault. Smaller main-line valves shall either be installed in a vault, or have a Trench
Adapter valve box,similar to those used at fire hydrants. No vaults or valve boxes shall be in
the pavement or sidewalk..
2. Water services up to 3" diameter shall be type "K" copper, conforming to the latest revised
specification requirement of ASTM B88. Minimum size for residential units shall be one inch
in diameter. Corporation stops shall be McDonald No. 4701, Mueller H-15000, or Ford F-
600. Curb stops shall be McDonald No. 6104, Mueller H-15154, or Ford B22-333m, with
Minneapolis patter B-boxes,similar to McDonald N.5614 or Mueller H-10300.
3. Minneapolis type B-boxes shall be installed in the right-of-way, but not in the sidewalk or
driveway.
4. Fire hydrants shall be one of the following:
1. Clow F-2545 (Medallion)
2. Mueller A-423 Super Centurian
3. Waterous WB-67-250
Hydrants shall have a 5-114"main valve assembly, one 4-112"pumper nozzle,and two 2-112"
hose nozzles, with national standard threads, a national standard operating nut, and above
ground break flange. The installation of the hydrant shall conform to AWWA 600 standards.
Auxiliary valve boxes shall either be Trench Adapter Model Six by American Flow Control,
Clow F-2546 with F-2493 cover, or approved equal. For valve boxes other than those by
American Flow Control, the box shall be attached to the hydrant barrel with grip arms, as
manufactured by BLR Enterprises,or approved equal,
5. Inspections and Installation: All water mains shall be designed and installed in accordance
with the Standard Specifications for Water Mains in Illinois. Upon completion, water mains
shall be subjected to hydrostatic pressure test of 150-psi average for up to 4 hours. Allowable
recovery shall conform to the Standard Specifications for Water& Sewer Main Construction
in Illinois. The water operator in charge or person authorized by the water operator in charge
shall be present during all testing. The developer shall use the pressure gauge supplied by the
City for the test.
6. New water main shall be disinfected in accordance with AWWA standard C601. Water will
be tested to assure that 50 mg/1 of CL2 is in disinfected water. Sampling shall be taken by
water operator in charge or persons authorized by the water in charge. Water must pass two
consecutive days of sampling tests by a state approved lab.
7. Water mains shall be minimum eight inches internal diameter, with a cover of five feet, six
inches below finished grade. Watermain stubs to hydrants shall be at least six inches internal
diameter. City water mains and hydrants shall be placed of the North and West sides of the
streets, unless approved otherwise the City Engineer. Valves shall be installed each second
consecutive hydrant, at intersecting lines, and other locations as required, such that a
minimum number of services will be affected during a main isolation.
S-13
Standard Specifications for lmprovements
Fire hydrants shall be installed throughout the subdivision at each intersection and at intervals
not exceeding the requirements of two fire hydrants serving any point of any building, or 300
feet along the roadway, whichever is more stringent. Special conditions may dictate a closer
spacing, as approved. Fire hydrants shall be located on the property line, except at corners,
and shall be set two feet minimum and three feet maximum from the curb back to the face of
the pumper nozzle. Where there is no curb and gutter,the face of the pumper nozzle shall be
between 18 inches to 20 inches above finished grade line(sidewalk to curb).
Base elbow of hydrant shall be properly thrust blocked, and shall be provided with clean,
washed CA7 aggregate and polyethylene covering. All hydrants and any adjustment fittings
shall receive one field coat of red paint, as recommended by the manufacturer, prior to final
acceptance.
8. All tees,bends,fire hydrants,and valves shall be adequately blocked with pre-cast blocks and
poured in place thrust blocking against undisturbed earth.
4. Services shall be equipped with corporation stop,curb stop,and buffalo box. The buffalo box
shall be set in the parkway,on the centerline of the property, approximately centered between
the back of sidewalk and the adjacent right-of-way line. Service trenches beneath or within
two feet of proposed driveways, sidewalks, or other pavements shall be backfrlled full-depth
with aggregate. Except as permitted below, the underground water service pipe and the
building drain,or building sewer,shall be not less than ten feet apart horizontally,and shall be
separated by undisturbed or compacted earth. The water service pipe may be placed in the
same trench with the building drain and building sewer if the conditions listed below are met:
A. Local conditions prevent a lateral separation of ten feet;
B. The bottom of the water service pipe at all points shall be at least 18 inches
above the top of the sewer line at its highest point. All water and sewer services
must be inspected an approved by the building inspector prior to backfilling.
C. The water service pipe shall be placed on a solid shelf, excavated at one side of
the common trench, and shall have no joints from the buffalo box to the water
meter inside the house;and
D. The material and joints of sewer and water service pipe shall be installed in such
a manner, and shall posses the necessary strength and durability to prevent the
escape of solids, liquids, and gasses there from under all known adverse
conditions, such as corrosion, strains due to temperature changes, settlement,
vibrations,and superimposed loads.
10. Depth of bury shall be 5'6" below finish grade. No joints will be allowed between the
corporation stop and the curb stop.
11. All watermain shall be looped and double fed, and shall be extended to the far limits of the
development, and in size appropriate for future development, as directed by the City
Engineer. Recapture and over-sizing may be applicable.
12. The developer shall reimburse the City of Yorkville for the cost of water to fill and test new
watermains,and also for the cost of laboratory tests after chlorination. The water cost shall be
at the bulk rate charged by the City of Yorkville at that time. The volume of water shall be
calculated as the volume of two and one-half times the lengths and diameters of new
watermains.
13. Watermain proposed to cross existing city streets shall be constructed by directional boring.
Open-cut construction shall not be allowed without consent from the Public Works Director.
14. Connections to existing watermains shall employ line stops to minimize the disruption of
service to existing residents.
5-14
Standard Specifications for lmprovemenu
SANITARY SEWER SYSTEM
A complete sanitary sewer system is required for all new development. The minimum internal
size of sanitary sewer main shall be eight inches in diameter. The top of the sewer main shall be a
minimum of three feet lower than the lowest floor elevation at all service connection locations,but
not less than eight feet below finished grade, wherever possible. Should the sewers serving a
particular development not be deep enough to serve the basement, as noted above, then overhead
plumbing will be required. However, all levels of the building must be served by gravity, with
only the below-grade levels being served by a pump unit. The City Engineer may require that
certain buildings not have subgrade levels due to special situations.
The sanitary sewer shall be extended to the development's far extremes, as directed by the City
Engineer, for proper and orderly growth. The city Engineer will also direct the sizing and grades
for the sewer,so as to fit the overall plan for the City. The City strongly discourages the use of lift
stations, but if the City Engineer approves the use of a public lift station, the following shall be
required as a minimum;
A. The pumps shall be submersible,with a back up pump and well-designed wet well.
B. The station building shall be a brick structure with conventional-pitched roofing and paved
access. The building shall comply with all International Building Code regulations, and shall
be heated and ventilated. The subdivider shall follow normal building permit procedures,and
pay the normal fees for construction of the lift station building.
C. The unit will be equipped with a back-up power source,utilizing natural gas as a fuel, and can
operate on manual or fully automatic mode,complete with a variable exercise mode.
D. The motor control center shall have a solid-state duplex logic. Sewage level in the wet well
shall be measured with a pressure transducer. A dial-out alarm system matching that
currently in use in the City shall be provided.
E. The City Engineer must approve any and all lift stations, and may require other
improvements.
F. There shall be good-quality noise control, and all electronic components shall be explosion-
proof.
G. Force mains shall be sized to carry the initial, intermediate, and ultimate flow rates from the
tributary area, at a velocity of between 3.0 and 6.0 feet per second. Material shall be
watermain quality Ductile Iron with polyethylene encasement. Gate valves in vaults shall be
constructed in the force main at intervals not exceeding 600 feet,to allow quick isolation in
the event of a leak. Blow-off valves in vaults shall be constructed at high points in the force
main, and shall discharge to sanitary sewers, where possible. Force mains shall be tested at
150-psi for two hours,similar to watermain testing.
H. The sub-divider shall maintain an inventory of each size and type fuse,relay, and other plug-
in type devices used in the lift station motor control center, as recommended by the
manufacturer. These items shall be housed in a wall mounted metal cabinet. The subdivider
shall also supply a heavy-duty free standing metal shelf with not less than square feet of shelf
space,and one(1) fire extinguisher rated for Type A,B,and C fires.
I. The sub-divider shall provide start-up training to the Public Works Department personnel,and
shall provide three sets of Operations and Maintenance Manuals for all equipment at the lift
station.
3. Underground conduit shall be heavy-wall PVC.
5-15
Standard Specifications for Improvements
K. The exterior of the wet well shall be waterproofed. The City may require the wet well to have
a minimum internal diameter of up to eight feet.
Sewer construction cannot start until the Illinois Environmental Pollution Agency (IEPA) has
notified the City Engineer that approvals have been secured. Sanitary sewer pipe shall be PVC
plastic pipe,with a minimum SDR 26. All pipe and fittings shall be pressure rated in accordance
with ASTM D-2241 and ASTM D-3139 (per AWWA C-900) for sizes 6-15 inches. Solvent joints
are not permitted.
All public sanitary sewers will be air and mandrel tested (7-point minimum) by the developer, at
his expense, under the supervision of the City Engineer. One copy of the report shall be
forwarded to the Yorkville-Bristol Sanitary District, and one report shall be forwarded to the City
Engineer.
All testing will be done in conformance with the "Standard Specifications For Water and Sewer
Main Construction in Illinois", current edition.
All public sanitary sewers shall be internally televised in color and recorded on videotape and
written log by the developer,at his expense,under the supervision of the City Engineer, to ensure
that the sewers are straight,unbroken,tight, and flawless. There must be good-quality lighting for
a sharp and clear image of all sewer segments. Poor quality images will result in re-televising the
system, at the developer's expense. The videotape must clearly mark the segment being televised
through manhole numbering, and the image must clearly identify the footage as it progresses
through the pipe. One copy of the complete videotapes and written log shall be forwarded to the
Yorkville-Bristol Sanitary District,and one complete set shall be forwarded to the City Engineer.
All manholes will be required to be internally vacuum tested by the developer, at his expense,
under the supervision of the Engineer. This test will check the integrity of the complete structure,
from the invert to the casting, including all adjusting rings. One copy of the test results shall be
forwarded to the Yorkville-Bristol Sanitary District, and one copy shall be forwarded to the City
Engineer. Vacuum testing of each manhole shall be carried out immediately after assembly
backfilling,and rough grading, and shall be witnessed and approved by the City Engineer. All lift
holes shall be plugged with an approved non-shrinking grout. No grout will be placed in the
horizontal joints before testing. All pipes entering the manhole shall be plugged, taking care to
securely brace the plugs from being drawn into the manhole. The test head shall be placed at the
inside of the top of the casting and the seal inflated in accordance with the manufacturer's
recommendations. A vacuum of ten inches of mercury shall be drawn and the vacuum pump shut
off'. With the valve closed,the time shall be measured for the vacuum to drop to nine inches. The
manhole shall pass if the time is greater-than 60 seconds for a 48-inch diameter manhole, 75
seconds for a 60-inch manhole,and 90 seconds for a 72-inch manhole. All manhole castings shall
be Neenah No.R-1030 frame,East Jordan No. 105123,and Type B cover,or approved equal.
If the manhole fails the initial test,necessary repairs shall be made with a non-shrink grout, while
the vacuum is still being drawn. Retesting shall proceed until a satisfactory test result is obtained.
If the rim of a sanitary manhole needs to be reset or adjusted after successful vacuum testing, but
before the expiration oft eh one-year warranty period, it shall be sealed and adjusted properly in
the presence of the City Engineer. Failure to do so will require the manhole to be vacuum tested
again.
All manhole frames shall be Neenah No. R-1030, East Jordan No., 105123, or approved equal,
with Type B covers. All Type B covers shall have"City of Yorkville"and"Sanitary"cast into the
lid, and shall have concealed pick holes with a machined surface and watertight rubber gasket
seals. All manhole segments, including the frame and adjusting rings, shall be set with butyl rope
joint sealant. Manholes shall be minimum four-foot diameter, and shall not be located in
pavement,curb,gutter,or sidewalk.
S-l6
Standard Specifications for lmpmvements
All sanitary sewer manholes shall be provided with approved cast in place rubber boots (flexible
manhole sleeve), having a nominal wall thickness of 3116" with a ribbed concrete configuration
and with stainless steel binding straps,properly sized and installed for all conduits.
All manholes shall be reinforced precast concrete, and shall be located at intersections and spaced
at a maximum interval of 300 feet, except that a closer spacing may be required for special
conditions. The maximum allowable amount of adjusting rings shall be eight inches in height
using as few rings as possible. All manholes shall be marked at the time of construction with a
four-inch by four-inch hardwood post neatly installed vertically and with a minimum three-feet
bury and a minimum four-foot exposed. The top one-foot of the post shall be neatly painted
white.
Wells and septic systems are allowed in Estate-residential developments that are not within 250
feet of water and/or sewer service. When each lot is within 250 feet of water and/or service,that
lot may maintain their septic and/or well only until failure of the septic or well. At that time the
lot must,if within 250 feet of the sewer and/or water line hook-up to the sewer and/or water,as the
case may be, connect to the City utilities at the lot owner's sole expense. After connection to the
City Sanitary Sewer System, individual septic fields shall be abandoned by pumping out the tank,
knocking in the cover, and filling with dirt or stone in accordance with Health Department
regulations.
TRAFFIC STUDY
A traffic study may be required, and shall include:
1. Levels of service for existing conditions;
2. Levels of service for post-construction conditions;
3. All calculations shall be conducted according to the"Highway Capacity Manual';
4. Recommendations as to additional/limited access,additional lanes,signalization,etc.
If the City of Yorkville requires a traffic study for a development,that study will be contracted for
by the City, and paid for by the developer. The developer shall establish a Traffic Study deposit
with the City of Yorkville, in an amount to be determined by the City Engineer. The City shall
return any unused portion of the deposit to the developer upon approval of a Final Plat or Site
Plan.
If the land use plan of the development changes during the approval process,the developer may be
required to make additional deposits to fund re-analysis and revisions to the Traffic Study.
The need or requirement for a traffic impact study shall be determined during the concept or
preliminary planning stage of the proposed development. The developer/subdivider shall meet
with City of Yorkville officials during one of these stages for the purpose of determining the
traffic study requirements. When the City of Yorkville requires that a traffic study be prepared
based upon the above, the study shall include, but not be limited to, addressing the following
issues:
INTRODUCTION: A general description of the proposed development, including it's size,
location,the political jurisdiction in which the site is located,the boundary limits of the study area,
and any other information needed to aide in the review of the development's traffic impacts.
PROJECT DESCRIPTION: A description of the existing and proposed land uses of the
development. If alternative land uses are being proposed, the highest trip generation uses shall be
assigned for each land use.
SITE ACCESSIBILITY: A clear and concise description of the proposed ingress/egress points to
the proposed development,including a sight distance analysis.
5-17
Standard Specifications for Improvements
EXISTING EXTERNAL ROADWAY NETWORK: A description of the existing external
roadway networking the vicinity of the proposed development,to include functional classification,
primary traffic control devices, signalized intersections, roadway configurations, geometric
features (curves and grades), lane usage, parking regulations, street lighting, driveways servicing
sites across from or adjacent to the site, and right-of-way data. The area of influence shall be
determined by the traffic generated from the site, the trip distribution of traffic, and the trip
assignment of the traffic generated by the development over the surrounding area road network.
EXISTING AM PM & TOTAL DAILY TRAFFIC VOLUMES: Existing AM, PM, and total
daily traffic volumes for access driveways (if existing), intersections, and the roadway network in
the site vicinity shall be determined and displayed on a graphic(s) in the final report. To determine
AM and PM existing traffic volumes, machine counts and/or manual counts shall be conducted
during a three-hour period of the morning, between approximately 6:00 AM to 4:00 AM of an
average or typical weekday, and also between approximately 3:00 PM to 6:00 PM, on an average
or typical weekday. Peak hour counts may be required on Saturday andlor Sunday, depending on
the proposed land use. All AM and PM peak hour counts shall be recorded and summarized in
fifteen-minute increments, and be included in the Appendix of the final report. Manual counts
shall include vehicle classifications, i.e. passenger cars, single-unit, multi-unit trucks and buses.
Traffic counts shall show both entering and exiting traffic at the proposed access points (if
existing),in addition to turning and through traffic movements at critical intersections.
TRIP GENERATION RATES AND VOLUMES: Trip generation rates and volumes for each
type of proposed land use shall be determined for the AM and PM peak hours, and total daily
volumes may be required on Saturday and/or Sunday, depending on the proposed land use. The
trip generation rates shall be calculated from the latest data available contained in the Institute of
Transportation Engineer's "Trip Generation Manual". If trip generation rates for a specific land
use are not available from the "Trip Generation Manual", the United City of Yorkville shall
approve the substitute rates.
SITE-GENERATED TRIP DISTRIBUTION & ASSIGNMENT: The most logically traveled
routes in the vicinity of the development shall be used for trip distribution and assignment
purposes. The directional distribution of site-generated traffic approaching and departing the
development should be shown in both graphic and tabular form. All assumptions used in the
determination of distribution and assignment shall be clearly stated.
EXISTING. PLUS SITE-GENERATED TRAFFIC VOLUMES: Existing, plus site-generated
traffic volumes for the AM and PM peak hours, and total daily traffic for access drives,
intersections, and the roadway network in the site vicinity shall be determined and displayed on a
graphic(s) in the final report. Traffic volumes shall show both entering and exiting traffic at the
proposed access points, in addition to turning and through traffic movements at critical
intersections.
FUTURE TRAFFIC XISTING PLUS SITE-GENERATED VOLUMES: Future traffic
(existing, plus site-generated traffic volumes) for the AM and PM peak hours, and the total daily
traffic for access drives, intersections,and roadway network in the site vicinity shall be determined
and displayed on a graphic(s) in the final report. Projected increases in the external (non site-
related)roadway traffic must also be determined. The selection of a horizon year for which traffic
operation conditions are to be characterized may be considered as the date full build-out and
occupancy is achieved. If the project is a large multi-phased development in which several stages
of development activity are planned, a number of horizon years may be required,that correspond
to the bringing on line of major development phases. Horizon dates should be times to coincide
with major stages of the overall project, or to coincide with increments of area transportation
system improvements.
S-18
Standard Specifications for ImprovementS
INTERSECTION CAPACITY ANALYSIS• Proposed access driveways and influenced
intersections shall be subject to an existing, plus projected, capacity analysis. Projected traffic
conditions shall include the effects of any committed developments within the influenced area.
The existing and projected levels of service derived from the analysis shall be used to aid in the
evaluation of design and operation alternatives of the access driveways and influenced
intersections. The capacity analysis shall be in accordance with the techniques described in the
most recent edition of the Transportation Research Board's "Highway Capacity Manual", Special
Report 209.
SIGNALIZATION WARRANTS: If it is anticipated that the development's driveway(s) or
existing external non-signalized intersections will satisfy signalization warrants,a warrant analysis
shall be conducted,using the projected volumes determined from the trip generation. The results
of such an analysis shall be tabulated in the traffic impact study.
CONCLUSIONS AND RECOMMENDATIONS: Clear and concise descriptions of the findings
shall be presented in the fmal report. These findings shall include all recommended improvements
for access facilities, internal roadways and intersections, and external roadway and intersection
improvements.
S-19
Standard Specifications for Improvements
DRIVEWAY AND PARKING LOT PAVING
ALL DRIVEWAYS AND PARKING LOTS SHALL BE PAVED AS PER THE FOLLOWING
SPECIFICATIONS:
I. ASPHALT:
A. RESIDENTIAL
Two-inch I-11 bituminous concrete surface, over eight-inches (minimum) of compacted
CA6 limestone or crushed gravel.
B. COMMERCIAL/INDUSTRIAL
Three-inch 1-11 bituminous concrete surface, over ten-inches (minimum) of compacted
CA6 limestone or crushed gravel.
2. CONCRETE:
A. RESIDENTIAL
Six-inch Class X, over six-inches (minimum) of compacted CA6 limestone or crushed
gravel.
B. COMMERCIAL/INDUSTRIAL
Eight-inch Class X,over eight-inches of compacted CA6 limestone or crushed gravel.
3. PAVING BRICK:
A. RESIDENTIAL
Paving brick over one inch of sand and eight inches of compacted CA6 limestone or
crushed gravel.
4. SEALCOAT:
A. COMMERCIAUINDUSTRIAL
An A3 seal coat, as defined by the IDOT's Standard Specifications for Road and Bridge
Construction, may be allowed on areas behind the building, when used as a temporary
surface, not to exceed three years, after which it must be paved to the above
specifications. The same base should be ten inches (minimum) of compacted CA6
limestone or crushed gravel.
S-20
Standard Specifications for Improvements
This Resolution shall be in full force and effect form and after its due passage, approval, and
publication, as provided by law.
Passed and approved by the Mayor of the United City of Yorkville,Kendall County,Illinois,
This Gk -day of C-N-t ,241:nA
Mayor
Passed and approved by the City Council of the United City of Yorkville, Kendall County,
Illinois,
This. `�, day o 20&
ATTEST:
City Clerk
SEAL
RICHARD STICKA WANDA OHARE
VALERIE BURD LARRY KOT
MARTY MUNNS PAUL JAMES
JOE BESCO � ROSE SPEARS
S-21
STATE OF ILLINOIS )
)ss
COUNTY OF KENDALL )
ORDICNANCE NO. 2008-
ORDINANCE AMENDING TITLE 8 OF THE CITY CODE OF
THE UNITED CITY OF YORKVIL,LE,
KENDALL COUNTY,ILLINOIS
Whereas,the United City of Yorkville(the"City)has determined that the
protection,preservation, replacement,maintenance and restoration of the Isolated Waters
of Yorkville are important goals needed to protect fragile resources which provide many
public benefits to the City's residents; and
Whereas,the City directed Conservation Design Forum to prepare Wetland
Protection Regulations For Water Quality and Storm Water Management Benefits for
review by the City Engineer and the City Council; and
Whereas,after months of review, discussion and comment,the City is prepared to
adopt and implement the Wetland Protection Regulations For Water Quality and Storm
Water Management Benefits and all Appendixes attached thereto, dated January 1, 2008.
Now therefore be it Ordained by the Mayor and City Council of the United City
of Yorkville,Kendall County, as follows:
Section I. The City Code of the United City of Yorkville is hereby amended in
adding the following new Chapter to Title 8:
SMPP 5.3
Chapter 16
NVETLAND PROTECTION AND WATER
QUALITY AND STORM WATER MANAGEMENT BENEFITS
16-1-1: Purpose: Preservation of the remaining Isolated Waters of Yorkville and
Waters of the United States, in a natural condition, is necessary to maintain hydrological,
economic,recreational,and aesthetic natural resource values for existing and future
residents and therefore it is a long-term goal of net gain of Isolated Waters of Yorkville
and Waters of the United States to be accomplished through the mitigation requirements
of regulations providing for protection and management of these resources.
16-1-2: Regulations Adopted: The United City of Yorkville Wetland Protection
Regulation For Water Quality and Storm Water Management Benefits,dated January 1,
2008,hereinafter referred to as "Wetland Regulations", copies of which are on file with
the City Clerk are hereby adopted.
16-1-3: Permit Required: No person, firm,corporation, governmental agency or
organized district shall commence any development or construction on any lot or parcel
of land without obtaining a permit therefore, if required by the Wetland Regulations.
16-1-4: Enforcement: It shall be the duty of the City Administrator to enforce the
provision of this title and the City Administrator or such other person as may be
designated by the City Council may order work stopped whenever any development or
construction is being done in violation of this title.
Section 2. This Ordinance shall be in full force and effect after its passage,
approval and publication as provided by law_
ROBYN SUTCLIFF JOSEPH BESCO _
ARDEN JOE PLOCHER WALLY WERDERICH
GARY GOLINSKI 6t MARTY MUNNS
ROSE SPEARS JASON LESLIE
Approved by me, as Mayor of the United City of Yorkville, Kendall County,
Illinois,this day ,A.D.2008.
MAYOR
Passed by the City Council of the United City of Yorkville,Kendall County,
Illinois this day L. , A.D. 2008.
ATTEST:
CI CLERK
Prepared by:
Kathleen Field Orr
City Attorney
United City of Yorkville
800 Game Farm Road
Yorkville,Illinois 60560
UNITED CITY OF YORKVILLE
WETLAND PROTECTION REGULATION
FOR
WATER QUALITY AND STORMWATER
MANAGEMENT BENEEFITS
THE UNITED CITY OF YORKVILLE
.January 1,2008
TABLE OF CONTENTS
Page No
Article I AUTHORITY AND PURPOSE
Section 1.1 Statutory Authority. .. ..... .. .... . ..... .... ... .. ... • - - - . . ..... . .- 1
Section 1.2 Findings... .... .. .... .. ...... ,... ............ ....... .... . ..
1
Section 13 Objectives. .. ....... .. .. . . .. .. ..... .................. .. .,.. . . . -. ... ......... ... ..,..._. ... 1
Article 2 DEFINITIONS
Section 2.1 Definition of Terms ....... .. ...., .... ........ e..... ... ... ......... .. . .. ........ .. .. -4
Article 3 WETLAND PROTECTION STANDARDS AND PERMIT PROVISIONS
Section 3.1 General Standards........................................................................... ..... ... ....... ...10
Section 3.1.1 Buffer Requirements................................................................. . ... .. _ __10
Section 3.1.2 Wetland Hydrology Protection............................................. .... .... .. .. . .. ...12
Section 3.1.3 Stormwater Management within Isolated Waters of Yorkville.. .,..... ......,12
Section 3-I.4 Discharge to Isolated Waters of Yorkville or Waters of the U.S....._. ._... .......13
Section 3.1.5 Protection of Isolated Waters of Yorkville Duting Development...... .............13
Section 3.1.6 Maintenance of Stormwater Management Facilities....... ._. .. .... .. .. . ... .. ...13
Section 3.2 Wetland Permit Provisions................. .......... .........,... 14
Section 3?.1 Applicability- . 14
Section 3.2.2 Wetland Determination Requirement ... ....14
Section 3?.3 Pre-Submittal Meeting.. 14
Section 3?.4 Wetland Permit Submittal Requirements .. ....... 14
Section 3 2.5 Requirements for Wetland Delineation ...16
Section 3 2.6 Welland Permit Conditions . 17
Article 4 WETLAND IMPACTS AND MITIGATION REQUIREMENTS
Section 4 1 Unmitigable Wetland Impacts .. . ... .. .... ... ...... .. .. ........ .,... ... ...... ...... . .. ._ 19
Section 42 Wetland Mitigation Requirements ... .... ......... .. ... . .................................,.19
Section 4.2.1 General Mitigation Requirements...,...v................n......... .. ..., ,.. .. .... . ... ,, .......19
Section 4.2.2 Mitigation Hierarchy......................... . .......................... ....... ... ...... ...._._ ..__.,20
Section 4.3 Wetland Mitigation Plan ............... .... ....... .............. . ,.... . .. ........ ...- .......21
Section 4.4 Wetland Mitigation Monitoring Protocol_ .......22
Section 4.5 Wetland Mitigation Performance Standards .... .. ........... ...............................,.23
Section 4 6 Post Construction Submittal Requirements............................... ..............,......._....24
Section 4.7 Mitigation Requirements for Non-performing Wetlands.... .,, , .......... .. .. .. .. ...ZS
Article 5 LONG-TERM MAINTENANCE PROVISIONS
Section 5.I Long-term Maintenance .. ..... ................................................,......... . ... .............28
Section 5.2 Transfer to City or Other Public Entity............................ .... ... ... ... . ... ..., ,.. 28
Section 5.3 Transfer to Homeowner's or Similar Association- 28
Section 5.4 Conveyance to a Person or Entity Specializing in Conservation ... . .. ........ . . . 29
Section 5.5 Incorporation of Maintenance Obligations in Wetland Permit.......................... . .29
Article 6 FEES,ENFORCEMENT AND PENALITIES
Section 6,1 Fees and Application Review Times......... ....... .. ... .. ... . . „ .31
Section 6-2 Enforcement............................. ........ ... ... .......... .. . ... ....... . .. .. ... .. ........ .. ..31
Section 6.3 Penalties and Legal Actions. ..... ... . .... . _ .. ... .. .. .._ ..........31
Article 7 GENERAL PROVISIONS
Section 7 1 Scope of Regulation ...... ....-- ....... .... ......... ..... . .... 34
Section7 2 Exemptions........ ............. ... . ............... ... ...... . ..... .... .......... ........ .,34
Section 7 3 Severability.........
...._._.... ..-..,... .... .. ......- . .......... .. ..... ._.. .. 34
Section 7.4 Abrogation and Greater Restrictions .. .._...... ... ... ..._. .. .. .. .............................,.34
Section 7 5 Effective Date.. . . .. ......... ............................... :.. .-..... .. ... . ... ,. .34
Article 8 VARIANCES AND APPEALS
Section 8.1 Variances. .. .. .... ...... ................................... . -,-..... ,.. ...,. . ,... ---36
Section 8.2 Variance Conditions ....... .. .. .. .. .. ..... .. . ... ... . ... ... ......................................36
Section8.3 Appeals. ,........ . ..... ..,.... ...,., .. . ... .................................... ,,...37
Article 9 ADMINISTRATION
Section 9.1 Responsibility for Administration.............. .. ... .. ..... ... .... ..... ...
....... ..,....39
Section 9? Representative Capacity.................. ...... .... ........... .....,..,........................ .......39
Section 9.3 Service of Notice........ .._ .. .. ....... ... .. .........................................,...., , 39
Article 10 PERFORMANCE SECURITY
Section 10.1 General Security Requirements ... .. .. ._.................. . .. ..... ......................... .......41
Section 10.2 Wetland Mitigation and Naturalized Basin Performance Security ..... ....... ........41
Section 10.3 Performance Security ....... .. ......................................................... . .......... .....42
Article I I FEE-IN-LII:II OF WETLAND MITIGATION
Section 11.1 Fee-in-lieu of Wetland Mitigation... ......................—....44
Section 11? Procedures and Use of Funds—. ... ........... - , - - 44
APPENDIX A WETLAND PERMIT APPLICATION AND PERMIT SUBMITTAL.FLOWCHART
APPENDIX B WETLAND PERMIT SUBMITTAL CHECKLIsr
APPENDIX C WETLAND MITIGATION PLAN CHECKLIST
Article I
Authority and Purpose
UNIT EIl Crr Y OF VORKV ILLS WETLAND Pltot ECr mN REGULATION Am ITOn1Tl'ANA PURPOSE-
FOR WATER QUALItl'&STORRINVATER ll'IANAGEmENr BENEFITS
Section 1.1 Statutory Authority
These regulations are enacted pursuant to the police powers granted to this City by The Illinois Municipal Code
Section 1.2 Findings
The United City of Yorkville finds that Isolated Waters of Yorkville and Waters of the U S.for the Fox River,
Aux Sable,Blackberry Creek,and Rob Roy watersheds including their tributaries,are indispensable and fragile
resources that provide many public benefits including maintenance of surface and groundwater quality through
nutrient cycling and sediment trapping as well as flood and storm water runoff control through temporary water
storage,slow release,and groundwater recharge In addition, Isolated Waters of Yorkville provide open space;
passive outdoor recreation opportunities; fish and wildlife habitat for many farms of wildlife including
migratory waterfowl, and rare,threatened or endangered wildlife and plant species; and pollution treatment via
biological and chemical oxidation processes.
Preservation of the remaining isolated Waters of Yorkville and Waters of the U.S.in a natural condition shall be
and is necessary to maintain hydrological, economic, recreational, and aesthetic natural resource values for
existing and future residents of the United City of Yorkville, and therefore the City Council declares a policy of
no net loss of Isolated Waters of Yorkville and Waters of the U.S. Furthermore the City Council declares a
long-term goal of net gain of Isolated Waters of Yorkville and Waters of the U S.to be accomplished through
mitigation these regulations
Section 1.3 Objectives
The principal objective of these regulations is the protection, preservation, replacement, proper maintenance,
restoration, and use in accordance with the character, adaptability, and stability of the Isolated Waters of
Yorkville in order to prevent their pollution or contamination; minimize their disturbance, and prevent damage
from erosion,siltation,and flooding Other objectives of these Tegulations include:
• Preserve and enhance the natural hydrologic and hydraulic functions and natural characteristics of
watercourses and wetlands to protect water quality, aquatic habitats,provide recreational and aesthetic
benefits,and enhance community and economic development
• Maintain and enhance the special aquatic resources of the City.
• Protect environmentally sensitive areas from deterioration or destruction by private and public actions
• Protect and improve surface water quality and promote best management practices of surface water
runoff prior to entering lakes,ponds,wetlands,streams,and rivers
• Require planning for development to carry out water resource management including the protection of
natural areas such as remnant woodland and prairie habitats, wetlands, waterways, steep topography,
and highly erodible soils, in order to reduce potential impacts, or creation of unstable conditions that
may promote erosion and degradation of ground and surface water quality.
• Coordination of and support for the enforcement of applicable federal, state, and county statutes,
ordinances, and regulations pertaining to Waters of the U.S, floodplain regulations, and soil erosion
and sediment control
• Eslablishment of standards and procedures for the review and regulation of the use of Isolated Waters
of Yorkville
• A procedure For appealing decisions
Article I g
UNITED CITY OF VORKVILLEWEILAND PROTECT[ON REGMATION ALIT 1101111 V AND PURPOSE
FOR WATER QUAL 1'11'&STOILNI-VAIER MANAGEAIENT BENEFITS
Article 1 7
Article 2
Definitions
UNr r Eo Cif V or•YoRKVILt r;WM,►nn PROTr.CI ion REGULAI[ON DEr•rnrtrons
ron IVAI en QU,►Lrry&S1,011AIW,►1 ER MAN,►GEMENT BENErns
Section 2.1 Definition of Terms
Terms not specifically defined shall have the meaning customarily assigned to them.
Agricultural land is land predominantly used for agricultural purposes.
Applicant is any person, Finn, or governmental agency who submits an application for a permit under these
regulations and shall be responsible for meeting and complying with all conditions and standards of these
regulations.
BMP or best management practices is a measure used to control the adverse stormwater related effects of
development,and includes structural devices(e g.,swales, filter strips, infiltration trenches,level spreaders, and
site runoff storage basins designed to remove pollutants), reduce runoff rates and volumes, and protect aquatic
habitats. In addition, nonstructural approaches used to prevent contamination of runoff include planning and
design practices that reduce impervious areas, provide comprehensive site planning, and implement buffer
zones, setback requirements, easements, and critical areas Other nonstructural approaches include public
education and maintenance programs
Buffer is an area of predominantly vegetated land adjacent to Isolated Waters of Yorkville and Waters of the
U S. that are to be Ieft as open space for the purpose of providing stabilization,reduction of contaminants,and
eliminate or minimize impacts to such areas. For all new development,buffer areas shall consist ordeep-rooted
native vegetation unless otherwise approved by the Staff
Category I wetland impact means wetland impacts to Isolated Waters of Yorkville that are less than or equal
to one(1)acre and does not impact high quality aquatic resources
Category Il wetland impact means wetland impacts to Isolated Waters of Yorkville that are greater than one
(1)acre and does not impact high quality aquatic resources
Category III wetland impact means wetland impacts to roadside drainage ditches or manmade storrnwater
management facilities that meet the definition of Isolated Waters of Yorkville
Category 1V wetland impact means wetland impacts for the restoration,creation, and enhancement of Isolated
Waters of Yorkville provided that there are net gains in aquatic resource function.
Category V wetland impact means wetland impacts to high quality aquatic resources as defined in these
regulations
Category VI wetland impact means wctland impacts to farmed wetland
Channel is any river, stream, creek, brook, branch, natural or artificial depression, ponded area, flowage,
slough, ditch, conduit, culvert, gully, ravine,wash, or natural or manmade drainageway that has a definite bed
and bank or shoreline, in at into which surface, groundwater, effluent, or industrial discharges flow either
perennially or intermittently.
Channel modification is alteration of'a channel by changing the physical dimensions or materials of its bed or
banks, and includes damming, riprapping(or other armoring), widening, deepening, straightening, relocating,
lining, and significant removal of bottom or woody rooted vegetation, but does not include the clearing of
debris or removal of trash or dredging to previously documented thalweg elevations and sideslopes
City is the United City of Yorkville
Developer is a person, firm, or institution who creates or causes a development. The developer of any said
development that is under the these regulations shall be responsible for meeting and complying with all
conditions and standards of these regulations
Article 2 4
UNI I ED C17Y OIL YORKVIL L E Wt�I LAND Pilo IFC1IOC!REGULATION DEFINITIONS
Fort WATER QUAL YIN&S7 ORAIWAIER MANAGMEA r BENEMS
Development is any manmade change to the Iand and includes—
A the construction,reconstruction,repair,or replacement of building or any addition to a building;
B the installation of utilities,construction of roads,bridges or similar projects;
C. the construction or erection of levees,walls,fences,dams,or culverts;
D drilling or mining activities;
E the clearing of land as an adjunct of construction;
F channel modifications, filling, dredging, grading, excavating, paving, or other nonagricultural
alterations of the ground surface;
G any direct or indirect wetland impacts including the removal of vegetation to the extent such that the
wetland would no longer meet the criteria of supporting a dominance of hydrophytic vegetation as
defined in the 1987 Wetlands Delinearion Manual except that which would be considered
appropriate for management purposes;
H any other activity of man that might change the direction, height, or velocity of flood or surface
water,including the extensive removal of vegetation;
I the storage of materials and the deposit of solid or liquid waste;and
J. the installation of a manufactured home on a site,the preparation of a site for a manufactured home,
or the installation of a recreational vehicle on a site for more than 180 days
Development does not include maintenance of existing buildings and facilities such as resurfacing of roadways
when the road elevation is not significantly increased or gardening, plowing, and similar agriculture practices
that do not involve filling, grading,or construction of levees. Nor does development include agricultural uses,
maintenance of existing drainage systems for the limited purpose of maintaining cultivated areas and crop
production or for any agricultural uses or improvements undertaken pursuant to a written NRCS conservation
plan
Ecological restoration is the re-establishment of a natural area or plant community via associated management
practices such as prescribed burns,weed control,selective clearing,reintroduction of native plant species,etc.
Endangered species See Threatened and Endangered species.
Ephemeral stream is a stream whose bed elevation does not intersect with the groundwater table and carries
flow only during and immediately after a runoff producing rainfall event.
Ephemeral wetland is a temporary wetland or shallow mudflat that supports a unique ecosystem. This also
includes temporary and intermittent wetlands
Erosion is the process whereby soil is removed by flowing water,wave action,or wind.
Farmed wetland means wetlands that are identified by the NRCS in a Certified Wetland Determination as
currently farmed, or have been farmed within 5 years previous to the permit application date, as defined in 7
CFR Part 12(b I FR 47025)
Fen is a wetland community that occurs in areas where glacial formations are such that carbonate-rich ground
water discharges at a constant rate along the slopes of kames, eskers, moraines, river bluffs, dunes, or in flats
associated with these formations
Article 2 5
IINI rFD CI1 Y OF YORKVII LE WF;T I AND PR01 ECTION REG111A i ION DEFIN111ON5
GOILWAIMQUALIIY&SrO"INVA1F.RMANAGENIEN1BENEf IS
Floristic inventory is a record of all existing vegetation within a defined project area. This includes all woody
(trees and shrubs)as well as herbaceous plants,i.e,wildflowers and grasses
Floristic Quality Assessment (FQA) refers to a method of assessing landscapes based upon the existing
vegetation A useful method for determining the floristic quality of an area is through an analysis of the
conservatism and diversity of species appearing in a plant inventory. Refer to floristic quality index and Mean
C for further definition of terms
Floristic Quality Index(FQI) is a statistic derived by multiplying Mean C by the square root of the number of
species inventoried. This parameter is correlated to the diversity and conservatism of native plant species
present within a plant community as defined in Plants of the Chicago Region, 0 Ed. (Swink and Wilhelm,
1994)
Forested wetland is an area dominated by wetland plants that have a predominance of woody vegetation with
periodic flooding Two types of forested wetlands exist as defined by the Illinois Department of Natural
Resources The most common are areas adjacent to rivers and swamps with silver maple, sycamore, and
cottonwood as predominant species and rotting logs littering the forest floor Drier forested wetlands experience
occasional flooding with oaks, elms and hickory as predominant species with a variety of annual and perennial
plants that cover the forest floor.
Functional assessment is an assessment of a wetland's flood storage,water quality, wildlife habitat,and other
beneficial functions
Groundwater is that water that is located within soil or rock below the surface of the earth.
High Quality Aquatic Resources(HQAR)means aquatic areas considered to be regionally critical due to their
uniqueness, scarcity, and/or value, and other wetlands considered to perform functions important to the public
interest, as defined in 33 CFR Part 3204(b) (2). These resources include ephemeral pools, fens, forested
wetlands, sedge meadows, seeps, streams rated Class A or B in the Illinois Biological Stream Characterization
study, streamside marshes, wet prairies, wetlands that support Federal or Illinois endangered or threatened
species, and wetlands with a native floristic quality index (FQI)of 25 or greater and a native Mean C value of
3 2 or greater.
Hydric Soils are formed under conditions of saturation, flooding, or ponding long enough during the growing
season to develop anaerobic conditions in the upper horizon of the soil.
Hydrology is the science of the behavior of water that includes its dynamics, composition, and distribution in
die atmosphere,on the surface of the earth,and underground.
Hydrologically disturbed is an area where the land surface has been cleared,grubbed,compacted,or otherwise
modified to alter stormwater runoff,volumes,rates, flow direction,or inundation duration.
Index of Biotic Integrity(IBr)is a biological stream characterization rating system that assesses the quality of
a stream from the sum of 12 metrics based on fish population composition, quality, and abundance. The IBI
value can range from 12 to 60(low to high rating).
Isolated Waters of Yorkville means all wetlands; waterbodies such as ponds, lakes, streams, - including
ephemeral and intermittent streams,and roadside ditches(that meet the criteria of wetland habitat as defined in
The USACE 1987 Hleflands Dell►rearion Manual and with a drainage area greater than 20-acres); farmed
wetlands;and detention basins(that meet the criteria of wetland habitat);and are not under U.S. Army Corps of
Engineers jurisdiction and are located within the limits of the United City of Yorkville or with any area under
consideration for annexation into the United City of Yorkville
A The limits of Isolated Waters of Yorkville extend to the ordinary high water mark or the delineated
wetland boundary
Article 2 6
UN11 ED CI I Y OF YORKNII t E WF I1 AND PRO r F01ON REGULATION DMNI I IONS
FOR WATER QUALM'&STORMWAl Elt MANAGEMENT BENEFITS
B Compensatory wetland mitigation created to meet these regulations or Section 404 of the Clean
Wales Act is not excluded.
Intermittent stream is a stream whose bed intersects the groundwater table for only a portion of the year on
average or any stream that flows continuously for at least one month out of the year,but not the entire year
Lake is a body of water two or more acres in size that retains water throughout the year.
Linear Waters of the U.S. means wetlands along creeks, streams, rivers, ponds, lakes, or impoundments that
are hydraulically connected to jurisdictional Waters of the U S.
Mean C is the average coefficient of conservatism for a site The concept of"conservatism" refers to the
fundamental character of native plant species to display varying degrees of tolerance to disturbance, as well as
varying degrees of fidelity to specific habitat integrity. As a result, each native species can be assigned a
coefficient of corrrervatislrr (C value) ranging from 0 to 10, "weedy to conservative," reflecting its disposition
within a defined geographic region
Mitigation is the measures that are taken to eliminate or minimize negative direct or indirect impacts caused
from development activities,such as impact to isolated Waters of Yorkville,by replacement of the resource.
Native Mean Wetness is the wetness value(W) designated to each species. This value defines the estimated
probability of each species occurring in a wetland. Plants are designated as Obligate 11"etland (OBL--5),
Facultatnre Werland(FACW=-3), Facultative(FAC=O), Facultative Upland(FACU=3), and Obligate Upland
(UPI=5)
Natural area is a landscape with a sufficient level of intact habitat structure and plant species composition to
resemble a pre-settlement landscape, a g.,prairie,oak savanna,and other landscapes native to Kendall County
MRCS is the United States Department of Agriculture,Natural Resources Conservation Service
Open Space refers to undeveloped land that is protected from development by legislation or land that is to
remain undeveloped for preservation purposes
Pond is a body of water less than two acres in size that retains a normal water Ievel year-round.
Qualified professional is a person trained in one or more of the disciplines of biology, geology, soil science,
engineering,or hydrology whose training and experience ensure a competent analysis and assessment of stream,
lake,pond,and wetland conditions and impacts
Relative Importance Value(RIV) The RfV for each species is calculated by summing relative frequency and
relative cover and dividing by 2. The RIV is calculated from data collected during the transect inventory.
Roadside ditches are drainage ditches created for the purpose of providing roadway drainage
Runoff is the water derived from melting snow or rain falling within a tributary drainage basin that exceeds the
infiltration capacity of the soils for that basin.
Seep is a wetland,herbaceous or wooded, with saturated soil or inundation resulting from the diffuse flow of
groundwater to the surface stratum_
Site is all of the land contemplated to be part of a coordinated development of one or more parcels.
Staff is the person designated by the City Administrator of the United City of Yorkville to administer and
enforce these regulations
Threatened and endangered species for Kendall County as defined in the Illinois Natural Heritage Database
Article 2 7
UNITED CITY OF VORKVItI E WEILAND PRoI Eci iws,REGULATION DEFINITIONS
FOR WA ER QUALI IY&STORPOWAI ER MANAGEMENT BENEFITS
USACE is the United States Army Corps of Engineers.
Valid wetland delineation means an on-site wetland delineation that is conducted in accordance with the 1987
U.S Army Corps of Engineers Il'etlands Delineation Manual within three years of the initial permit application
date
Watershed is the land area above a given point that contributes stormwater to that point.
Waters of the U.S. is a term that refers to those water bodies and wetland areas that are under the U.S Army
Corps of Engineers jurisdiction.
Wetland is land that is inundated or saturated by surface or ground water at a frequency and duration sufficient
to support, under normal conditions, a prevalence of vegetation adapted for life in saturated soil conditions
(known as hydrophytic vegetation). A wetland is identified based upon the three attributes: 1) hydrology, 2)
soils,and 3)vegetation as mandated by the USAC6 1987 Wetlands Delineation Manual methodology.
Wetland impact is the direct or indirect loss of Isolated Waters of Yorkville that results from implementation
of a proposed activity This includes Isolated Waters of Yorkville that are adversely affected by flooding,
excavation, dredging, fill, drainage, hydrological disturbance, vegetation removal (other than for maintenance
or restoration purposes), that results from implementation of a development activity or dumping, or non-
permitted discharge of chemicals or other pollutants into Isolated Waters of Yorkville
Article 2 8
Article 3
Wetland Protection Standards and Permit Provisions
UNI IED CI IY OF YORKY11 LE WEII.AND PROI rci[ON RMILATION WEI LAND PRO)F.0-1 IONS I ANDAROS
FOR WATER QUALI IV&S7 OrthiWAI ER MANAGEMENT BENV-1I S AND PERMIT PROVISIONS
Section 3.1 General Standards
These regulations are for the region of the United City of Yorkville and based on the ecological characteristics
of this region
Section 3.1.1 Buffer Requirements
I Buffer areas shall be required for all areas defined as either Isolated Waters of Yorkville or Waters of the
U S except for areas that meet a Category III definition Isolated Waters of Yorkville are under the
jurisdictional authority of the United City of Yorkville and these regulations and are defined in Section 2.1
of these regulations Waters of the U.S. as defined in Section 2 1 of these regulations refers to areas that
are under the jurisdictional authority and regulated by the United States Army Corps of Engineers
(USACE).
2 Buffer areas are divided into two types, linear buffers and water body buffers The following buffer
requirements shall be met for all proposed development projects and provided for all wetlands except for
areas meeting the definition of a Category Ill wetland (roadside ditches and manmade stormwater
management facility, refer to Section 2.1) For areas under the jurisdiction of the USACE, the most
stringent buffer requirements shall apply.
l) Linear buffers shall be designated along both sides of the channel. The buffer width shall be
determined as follows:
a. All channels except those determined to be High Quality Aquatic Resource(HQAR)shall be
provided a minimum buffer of 30 feet Also, five (5) additional feet of buffer shall be
provided for each percent of buffer slope towards the channel that is greater than 10%up to a
maximum of a 100-foot buffer. For example,a 30-foot buffer with a 20%slope will require
an additional 50 feet of buffer for a total buffer width of 80 feet The buffer slope shall be
calculated as the average slope from the landward edge of the butler to the top of bank of the
channel or highest point in elevation immediately adjacent to the"waters", be it natural or
artificial.
b Streams rated Class A or B in the Illinois Biological Stream Characterization study or with
an Index of Biotic Integrity(1131)greater than 40 shall have it minimum buffer width of 100
feet on each side of the channel. (Initial IBI based on IEPA Illinois Water Quality Report
A site-specific IBI assessment may override this report)
c_ For streambank stabilization projects,those projects that involve a change in land use shall
apply the minimum 30 foot buffer and up to a maximum of 100 foot buffer criteria If the
project does not involve a change in land use,then a 10 foot buffer shall be required adjacent
to all strearnbank stabilization work
2) Buffers shall encompass all wetlands greater than 'I/,acre and determined not to be a high quality
aquatic resource(HQAR)_ The buffer width shall be determined as follows:
a. For all wetlands with a total surface area greater than one quarter (114) acre with floristic
quality values of native Mean C< 2.8 and/or native FQI < 20, and determined not to be a
HQAR, a minimum buffer width of 30 feet shall be established_ Also, five (5) additional
feet of buffer shall be required for each percent of buffer slope towards the wetland that is
greater than 10%up to a maximum of a 100 foot buffer.
b For all wetlands with a total surface area greater than one quarter(1/4) acre with floristic
quality values of native Mean C ? 2.8 and native FQI >_ 20, and determined not to be a
HQAR, a minimum buffer width of 50 feet shall be established. Also, five (5) additional
feet of buffer shall be required for each percent of buffer slope towards the wetland that is
Article 3 10
UNIr ED CI11'or YORKN'ILL E WETLAND PROTECT ION RECULAI]ON WE1 LAND PRO]ECT ION STANDARDS
rOR WATE R QLLU 111'&STORltIwAT ER AIANACEMENT BENEFITS AND PERMIT PROVISIONS
greater than 10% up to a maximum of a I00 foot buffer (Refer to Section 3.1 1 2(1)a for
example of calculating additional buffer based on average slope towards the wetland)
c For all wetlands regardless of size that meet the definition of a HQAR (ephemeral pools,
fens, forested wetlands, sedge meadows, seeps, streamside marshes, wet prairies, wetlands
supporting Federal or Illinois endangered or threatened species, and wetlands with a native
floristic quality index (FQI) of 25 or greater and a native Mean C value of 3 ? or greater),
shall have a minimum buffer width of 100 feet.
3 Buffer areas for all linear Isolated Waters of Yorkville or Waters of the U S., shall extend from the top of
bank. The buffer area for non-linear Isolated Waters of Yorkville or Waters of the U S, except wetlands,
shall extend from waters edge at normal water level The buffer area for wetlands shall extend from the
edge of the approved delineated wetland boundary. A site may contain buffer that originates from Isolated
Waters of Yorkville or Waters of the U.S.on another property.
4 Buffer averaging shall be permitted, at the discretion of the Staff, but at no time shall the buffer width at
any given point be less than 50%of the required width, and provided that the total buffer area required is
achieved. A reduction of buffer width shall not occur for any portion where the adjacent landscape has a
slope towards the wetland,equal to or greater than 3:1;except if an existing barrier,a g,earthen berm, is in
place that slows and/or contains the surface water runoff;toward the wetland. In such case, the existing
barrier shall remain in place and be incorporated into the design. The barrier shall be maintained as part of
the required buffer area.
5 The requirement of buffers is strictly for preservation measures of wetlands and shall not constitute
enhancement measures of existing wetlands for any mitigation requirements of said development.
6 Buffets shall be established using appropriate deep-rooted vegetation, protected from direct and indirect
disturbance,and shall be appropriately managed and maintained according to an approved plan as provided
under Section 3.2 4. Buffers shall typically consist of native vegetation unless otherwise approved by Staff.
7 If a buffer area is disturbed by permitted activities during construction, the buffer area shall be stabilized
following the provisions of the United City of Yorkville's Soil Erosion and Sediment Control Ordinance
and planted with appropriate vegetation as stated above.
8. Access through buffer areas shall be provided, when necessary, for maintenance purposes. Unless
otherwise dedicated for a public purpose or to a public entity,buffer areas shell remain private property and
shall not be generally accessible for the public.
9 Preservation of buffer areas shall be provided by deed or plat restrictions. Only public or quasi-public
property, e.g. municipal, common Homeowners Association (HOA) lot lines shall be allowed within the
limits of the buffer areas.
10 Features of a stormwater management system approved by Staff may be allowed within the buffer area
provided it is a naturalized detention basin that consists of a natural design shape as well as native plant
communities,or other naturalized stormwater management feature and provided there is no direct discharge
to the wetland habitat A stormwater management feature shall be located, at a minimum, fifteen(15) feet
from the edge of wetland, or top of bank for linear buffers Discharge from the stormwater management
feature shall be directed to the outside edge of the required buffer width to allow the full width of the buffer
to be used for energy dissipation and water quality protection. Staff shall review and approve, as
appropriate, well-designed stormwater management systems within the buffer area on a project by project
basis
11. Stormwater discharges that enter a buffer shall have appropriate energy dissipation measures to prevent
erosion and scour. These can include, but are not limited to; level spreaders, riprap, drop catch basins
(plunge pools),or other measures as deemed appropriate by Staff.
Article 3 I I
UNI I E D CI IV Of YORKVIL L E AA'r I LAND PRO I EC r ION REGULATION WET I AND PRO ECI ION STANDARDS
FOR WAY ER Q1lA1,lTV do S ORNIWAI Ell NIANAGENIENr BENEFITS AND PERMIT PROVISIONS
12. All buffer areas shall be maintained free from development including disturbance of soil, dumping or
filling,erection of structures,and placement of impervious surfaces except as Follows:
1) A buffer area may be used for passive recreation (e.g, bird watching, walking, jogging,
bicycling, and picnicking) and it may contain pedestrian or bicycle trails, provided that the
created path is no wider than ten(10)feet. Paths or trails,excluding a mowed grass path,shall be
located,at a minimum, fifteen(15)feet From the edge of wetland or stream If the path leads [on
wetland,it must be designed to prevent erosion.
2) Paved surfaces including trails may not occupy more than 15%of the total width of the required
buffer If a paved path or trail width is greater than 15%of the buffer width,then the path width
shall be added to the overall buffer width. (For example, an eight (8) foot paved trail is being
installed within a 30-foot buffer The paved trail width is greater than 15%of the buffer width
(approximately 27%). Therefore, an additional eight (8) feet--the width of the path— shall be
added to the overall required buffer width for a total buffer width of 38 feet). Where grass"maw
strips"are desired adjacent to paths they shall be no wider than two (2)feet an each side of the
path. An eight(8) foot high clearance zone must be provided,no plant material can overhang the
path within this area
3) Limestone paths,as pervious surfacing, do not require additional buffer width but still require a
two(2)foot clear zone on each side of the path.Limestone paths cannot be located near a habitat
that can be affected by a potential change in soil pH The path shall not erode into the natural
area.Special precautions to eliminate this may require subdrainage,edging,compaction,etc
4) Utility maintenance and maintenance of drainage facilities and drainage easements shall be
allowed provided the maintenance activity meets all other federal,state,and local regulations.
Section 3,1.2 Wetland Hydrology Protection
I. Any development that may reasonably be expected to impact the recharge zone of a fen, seep, or other
groundwater-driven wetland with vegetation characteristic of these habitats requires a higher level of
protection. Due to the uniqueness and fragility of these habitats, the developer of any proposed
development within potential recharge zones shall to the extent possible identify,maintain,and protect said
recharge zones. Staff shall evaluate and determine if additional documentation is required on a case by
case basis
Section 3,13 Stormwater Management within Isolated Waters of Yorkville
1 Stotmwater management facilities shall only be allowed in areas that meet the definition of farmed
wetlands or Isolated Waters of Yorkville that contain at a minimum, vegetative cover of>—75% of one or
more ofthe following species
• Reed Canary Grass(Phalarfs anrndinacea)
• Purple Loosestrife(Lyihrum salicaria).
• Common Reed(Phrognriles ausrrahs)
• European or Common Buckthorn(Rharnnrrr calharlica}.
• Canada Thistle(Cir sirnn an�enser).
• Narrow-leaved cattail(Typho angrrstifolia).
• Sandbar willow(Salfx interior)
1) The stormwater management facility shall be designed as a naturalized wetland basin that
contains native vegetation communities and does not exceed a 4-foot bounce for the 100-year,
24-hour storm event Mitigation credit for designed permanent open water area(s)shall not be
granted for more than 20%of the overall required mitigation acreage At the discretion of Staff,
however, greater than 20% up to a maximum 50% mitigation credit for open water may be
Article 3 12
UNI I ED CII V OF VORKV[11 E WEI LAND PROI EC 1 ION REGULATION WE I LAND PROI ECI ION S IANDARDS
FOR%VAI Elt QUAHI'P&STORNIIYATER MANAGEAIENr$ENEFI IS AND PERMIT PROVISIONS
applied for mitigation designs that create interspersion of open water with emergent wetland
habitat The area of the basin as measured between the contours corresponding to one(1) foot
above NWL and two (2) feet below NWL shall be at least equal to the remaining impacted
wetland acreage The designed naturalized basin shall demonstrate an overall environmental
improvement
2) A naturalized buffer that contains appropriate' native vegetation shall be provided, at a
minimum,up to the High Water Level(HWL).
3) A three (3) year management and monitoring plan shall be provided for the naturalized
stormwater management facility The management/monitoring plan shall include performance
standards, which identify percent of seeded/planted species to be alive and apparent;vegetative
cover of native, non-weedy species; and floristic quality for each monitoring year,monitoring
methods, prescribed maintenance activities for the 3-year period, and long-term management
provisions.
2 Staff may waive mitigation requirements for wetland impacts from the development of stormwater
management facilities within wetland habitat if the designed naturalized wetland basin meets the above
criteria if the proposed stormwater management facility does not meet the above criteria, the mitigation
requirements of Article 4 of these regulations shall apply.
Section 3.1,4 Discharge to Isolated Waters of Yorkville or Waters of the U.S.
1 There shall be no direct discharge of stormwater runoff to Isolated Waters of Yorkville or Waters of the
U S without pre-treatment. Accepted methods of pre-treatment include, but are not limited to created
wetland detention basins, naturalized swales, bioflltmtion practices, and other measures that filter and/or
detain runoff. It must be demonstrated that the proposed pre-treatment measure will remove a minimum of
80%total suspended solids(TSS)and prevent increases in water level fluctuations up to and including the
2-year event within the wetland All discharges shall be to the wetland buffer Pre-treatment measures
may be located within the buffer with approval from the Staff. Appropriate energy dissipation measures,
such as level spreaders,shall be provided to prevent erosion and scour.
Section 3.1.5 Protection of Isolated Waters of Yorkville During Development
1. All Isolated Waters of Yorkville designated for preservation shall be protected during development such
that a FQI calculated two years after the commencement of development shall not be more than five (5)
points less than the originally calculated FQ1. The re-evaluation of all preserved wetlands shall be
completed during a similar stage of the growing season as was conducted for the original assessment(t30
days) If final build out of all lots contiguous to Isolated Waters of Yorkville has not occurred, the re-
evaluation of all preserved wetlands shall be repeated each year until completion of development If there
is a decrease in the FQI value for two consecutive years, and/or a>5 point drop in the FQ1 value from the
original value, a wetland impact to Isolated Waters of Yorkville shall be assumed, and the mitigation
requirements of Article 4 of these regulations shall apply.
2 The initial re-evaluation data shall be submitted to Staff during the second year after commencement of the
development. All subsequent re-evaluation data shall be provided to Staff on an annual basis until final
build out of the development has occurred.
Section 3.1.6 Maintenance of Stormwater Management Facilities
Dredging of stormwater management facilities that meet the definition of Isolated Waters of Yorkville for the
purpose of periodic maintenance shall be allowed without the issuance of a Wetland Protection Permit given
that the dredging activity will only re-establish the original design depths and measures shall be taken to
preserve any wetland fringe and/or buffer (if applicable). If any disturbance to the wetland fringe is
unavoidable, then the wetland fringe shall be restored with appropriate native vegetation. Dredging frequency
Article 3 13
f
t1N11ED CIT Y OF YORKVIL LE WE rr AND PROI ECI ION RGGtIIAIION' WETLAND PROIECI ION STANDARDS
volt WATLIt QUALITY&STORMWATFIt MANAGEMENT BENEFITS AND PERNII I PROVISIONS
shall allow the habitat to be re-established All applicable federal, state, and other local regulations and
ordinances shall be met,and Staff shall approve maintenance activities prior to commencement of the activity
All spoils must be properly disposed of'whether off site or on site.
Section 3.2 Wetland Permit Provisions
Section 3.2.1 Applicability
1 No person, firm,corporation,governmental agency,or organized district shall commence any development
regulated by the City on any lot or parcel of land without first submittal of applicable items presented in
3 2.2 and 3.2.4 and receipt of applicable permit-
2. No lot lines shall occur in created, restored, enhanced,or preserved Isolated Waters of Yorkville or Waters
of the U.S and their associated buffer areas
Section 3.2.2 Wetland Determination Requirements
I Development projects near water courses, depressional areas,wetlands or Waters of the U S. identified on
National Wetlands Inventory (NWI) map, Natural Resource Conservation Service wetland map, or as
requested by the City shall provide a letter of findings from a qualified professional that identifies all
Isolated Waters of Yorkville, Waters of the U S.,and natural areas on or within 100 feet of the project site.
Identification of each of these areas shall include a floristic inventory and floristic quality assessment
(FQA) data. Ofl'site wetlands or Waters of the U.S, within 100 feet of project site shall be assessed for
vegetative quality and size to the extent feasible. If applicant demonstrates that access to offsite property
was not obtainable, the Staff may waive the requirement for surveying of offsite wetland boundaries If no
wetlands are identified within the limits of the site or within 100 feet of the site, then a wetland
determination letter offindings shall be submitted that contains a brief description of the plant communities
present on site and a copy of the Natural Resources Information(NRI)Report prepared by the County Soil
and Water Conservation District for the site. if Isolated Waters of Yorkville or Waters of the U.S. are
identified within the limits of the site or within 100 feet of the site, a Wetland Permit Submittal following
Section 3.24 shall be required. The survey shall be completed by an individual or firm carrying the
Certified Wetland Professional in training credentials or Certified Professional Weiland Scientist, or other
qualified professional as approved in writing by the City Planner.
Section 3.2.3 Pre-Submittal Meeting
1. It is recommended that the applicant schedule a pre-submittal meeting with Staff to review the proposed
project,discuss submittal requirements and questions the applicant may have.
2 Ifthe proposed development contains a HQAR,a pre-submittal meeting with Staff is mandatory.
Section 3.2.4 Wetland Permit Submittal Requirements
Appendix A contains the Wetland Permit Application and Permit Submittal Flowchart Appendix B contains
the Wetland Permit Submittal Checklist for use with the permit submittal requirements, With the filing of a
Wetland Permit Application, the applicant and owner (if not the applicant) grants permission to Staff and
his/her designees to access said property to assess site conditions for the review and assessment of the wetland
pen-nit submittal The Wetland Permit Submittal shall provide the following:
1 A wetland delineation report as specified in Section 3 2.5.
2 A narrative report and Site Plan that demonstrates compliance with the provisions of Sections 3 1.1 through
3 1 5 of these regulations and specifies prescribed management activities, long-term management
provisions and funding mechanism, and the long-term responsible parry as presented in Article 5 of these
regulations for the buffer area(s).
Article 3 14
UNITED CI IT or YORK19 I.t E WEI LAND PRO-1 EC-1 ION REGULATION WET LARD PROT I:CT ION STANDARDS
f OR WA I Ell QuAi 1 rY S S lnRhIWA I EIt MANACFAIENT BEND FITS AND PERMIT PROVISIONS
3. USACE statement of jurisdictional determination that identifies Waters of the U.S and Isolated Waters of
Yorkville for all wetlands on the development site A copy of the letter shall be provided to Staff
4 For proposed impacts only to Waters of the U.S the following requirements shall be followed:
1) Completion of the Welland Permit Application as provided in Appendix A of these regulations
2) Provide a copy of the USACE permit submittal for the proposed development or a letter from
the USACE that states the proposed development does not require USACE.authorization. Upon
receipt of any USACE., Illinois Environmental Protection Agency (IEPA), and/or Illinois
Department of Natural Resources Office of Water Resources (OWR) authorizations, the
applicant shall provide a copy(s)to Staff.
3) All wetland impacts that occur in the City's jurisdiction shall be mitigated for within the same
watershed as the impact(s)at the mitigation ratio specified by the USACE for that development
impact
4) Provide a Soil Erosion and Sediment Control Plan that demonstrates compliance with the City's
Soil Erosion and Sediment Control Ordinance
5 For proposed impacts only to Isolated Waters of Yorkville the following information shall be provided:
I) Completion of the Wetland Permit Application as provided in Appendix A of these regulations
2) A statement on the permit category of impacts to be used for the development project_ The
categories are as follows:
a. Category 1:Wetland impacts less than or equal to one (1) acre and does not impact a
HQAR.
b Category 11. Wetland impacts greater than one(1)acre and does nol impact a HQAR
c. Category III: Roadside ditches and stormwater management facilities that meet the
definition of Isolated Waters of Yorkville.
d. Category IV: Wetland impacts for the restoration, creation, and enhancement of Isolated
Waters of Yorkville as approved by Staff, provided that there are net gains in aquatic
resource function
c Category V: Wetland impacts that affect a HQAR
f Category VI:Wetland impacts to farmed wetlands
3) Documentation that the development is in compliance with the Illinois Department of Natural
Resources' Endangered Species Consultation Program and the Illinois Natural Areas
Preservation Act(520 IL.CS 10111 and 525 ILCS 30117].
4) Documentation that the development is in compliance with the U S. Fish and Wildlife Service's
consultation program under the Endangered Species Act
5) A statement on the occurrence of any HQAR on or within 100 feet of the development site.
6) Mitigation plan(if applicable)that meets the requirements of Article 4 of these regulations
7) For Category 11 or Category V impacts only: A narrative of measures taken, in sequence, to
avoid and minimize wetland impacts before mitigation is considered Category Il or Category V
Article 3 15
UNITED Cny or YORKI'ILL F WETLAND PRO IECTION REGULAI107N W£I[AND PRO IFCTION STANDARDS
FOR WATER QUAL WY&S T ORNI►►'A I ER MANAGEMENT DENEHTS AND PEUTIT PROVIS1OIS
impacts shall also require a detailed discussion of alternative analysis to avoid, minimize, and
mitigate for wetland impacts to Isolated Waters of Yorkville
8) For Category HI impacts only; A narrative of the measures taken to mitigate for lost water
quality functions, such as the implementation of BMPs. Approval of appropriate BMPs will be
at the discretion of Staff
9) For Category IV impacts only:A narrative of the proposed plan that demonstrates net gains in
aquatic resource functions
10) For Category VI impacts only: A narrative of mitigation measures that will provide an
environmental benefit,e g improved habitat,water quality,etc
11) Soil erosion and sediment control measures following the City's Soil Erosion and Sediment
Control Ordinance.
6, For proposed impacts to both Isolated Waters of Yorkville and Waters of the U S., the wetland submittal
shall include all applicable items within Section 3 2 4
Section 3.2.5 Requirements for Wetland Delineation
Before any development in or near Isolated Waters of Yorkville or Waters of the U.S, a wetland delineation
that identifies the boundaries, location, function, and applicable floristic quality of all onsite Isolated Waters of
Yorkville and Waters of the U S. as well as a floristic inventory and FQA data of natural areas on the project
site shall be submitted The presence and limits of wetland areas shall be determined by a valid wetland
delineation conducted in accordance with the 1967 USACE• 141"edands Delineation Manual Delineations for
permitting purposes shall generally be performed only during the period beginning the Zed week of March and
ending the first week of December At the discretion of Staff, the acceptable delineation period may be
modified due to unusual weather or other conditions. Any presence of farmed wetlands shall be determined by
the Natural Resource Conservation Service(MRCS).
For isolated Waters of Yorkville and Waters of the U.S.within 100 feet of the development property for which
an on-sire delineation is not possible,then wetlands identified on a NWl map may be sufficient
The following are minimum requirements for the Wetland Delineation Report:
1 A plan shall be submitted that shows the exact location of Isolated Waters of Yorkville and Waters of the
U S within the development boundaries. The wetland boundary shall be flagged in the field and in order to
determine buffer and any applicable wetland mitigation requirements, the wetland boundary shall be
surveyed.
2 An aerial photograph with wetland and development boundaries delineated
3 A copy of the following maps(most recent available)with the development boundary delineated:
1) USGS topographic map_
2) Kendall County soil survey map.
3) NWI map
A) FEMA floodplain map
4. Completed USACE data sheets with representative color photographs provided for each data point.
5 A description of each wetland habitat(s)that includes the following:
1) FQA data that follows the methods provided in Swink, F. and G Wilhelm's Plants of the
Chicago Region (latest edition). In general, the floristic inventory shall be conducted between
Article 3 16
UNJ I ED Cl I Y OF'YORKVIL LE NVE I t AND PRO-1 ECI(ON RECULA MN WWI L AND PROI ECI ION S tANDARDS
FOROVAIERQU ALIIV&SI01WAVA1FRMANAG MENTBF.NE ITS AND mitAIIrPROVISIONS
May 15"' and October 150' At the discretion of Staff, the acceptable vegetation assessment
period may be modified due to unusual weather or other conditions. Floristic assessments
conducted outside this time period may require additional sampling during the growing season
to satisfy this requirement
2) Wildlife habitat assessment for each wetland that evaluates utilization of [Ile wetland by
wildlife, interspersion and structure of vegetative cover (number of plant communities, a g.,
emergent marsh,wet prairie,seep, forested,etc.,present within the wetland system),and ratio of
vegetative cover to open water
3) Description of the present functions provided by each wetland
6. For all farmed wetlands that are present within the project site,the NRCS Certified Wetland Determination
Report shall be provided.
Section 3.2.6 Wetland permit Conditions
1 Staff shall attach any additional reasonable permit conditions considered necessary to ensure that the intent
of the Wetland Protection Ordinance will be fulfilled,to avoid,minimize or mitigate damage or impairment
to, encroachment in, or interference with natural resources and processes within the protected wetlands or
watercourses,or to otherwise improve or maintain the water quality.
2. Any change in the size or scope of the development and that affects the criteria considered in approving the
permit as determined by Staff or City Council as applicable,may require the filing of a new wetland permit
submittal
3. Any temporary, seasonal, or permanent operation that is discontinued for one(1)year shall be presumed to
have been abandoned and the wetland permit automatically voided Abandonment of the project may
subject the permittee to forfeiture of the performance security.
4 Any permit granted under these regulations may be revoked or suspended by Staff or City Council, as
applicable,after notice and an opportunity for a hearing,for any of the following causes:
1) A violation of a condition of the permit
?) Misrepresentation or failure to Fully disclose relevant facts in the application
3) A change in site condition(s) that requires a temporary or permanent change in the proposed
activity
5. A developer who has received a wetland permit under these regulations shall comply with the following in
connection with any construction or other activity on the property for which the wetland permit has been
issued:
1) Comply with the City's Soil Erosion and Sediment Control Ordinance.
2) Maintain clear delineation of the protected wetlands and wetland buffers during the on-going
development activities.
6 The wetland permit shall remain effective for two (2) years. The granting authority upon request by the
permince may approve a maximum one(1)year extension.
Article 3 17
UINI I ED C]IV OF YORKVILL E WE)I AND PRO 1 ECT f ON REGULATION WET LAND PRO I ECHON STANDARDS
FOR WA iER QUA1.1 IV&S 1 ORMIVA 1FR MANAGEMENT BENFrn S AND PERAII T PROVISIONS
Article 3 18
Article 4
Wetland Impacts and Mitigation Requirements
UNIIEDCITTOFYORKVILIEWEII AND PROIECT1oNREGLILAI[ON WEII AND INrPACIS AND Ali rIGATION
FOR WATER QUALITY L STORMWATER MANAGEMENT BENEFITS Rr:QurREMENTs
Section 4.1 Unmitigable Wetland Impacts
1. Wetlands of any size identified as having a FQI greater than or equal to 35 or mean C value of 3 5 or
greater shall not be impacted via flooding, excavation, dredging, fill, drainage, or other hydrological
disturbance, vegetation removal (other than for maintenance or restoration purposes) as part of any
development or dumping, or non-permitted discharge of chemicals or other pollutants. The FQl is solely
based on the wetland vegetation To determine the floristic value of the wetland,buffers and adjacent plant
communities shall not be included in the calculation
Section 4.2 Wetland Mitigation Requirements
Section 4.2.1 General Mitigation Requirements
1 Mitigation shall be required for all impacts,regardless of size to Category V wetlands
2 Mitigation shall be required for wetland impacts greater than or equal to %A(0 25)acre to isolated Waters of
Yorkville defined under Category I,Category 11,and Category VI wetland impacts.
3 Mitigation shall provide for the replacement of the wetland habitat impacted due to development activities
at the following ratios(creation acreage to wetland impact acreage):
1) A minimum of 1.5:1 for wetland impacts under,Category I or 11 that are not to a HQAR and are
mitigated on-site
2) A minimum of 1:1 for wetland impacts under Category V1 and are mitigated on-site
3) A minimum of 10:1 for wetland impacts that are to a HQAR under Category V and are mitigated
on-site
4. Wetland impacts covered under Category III will not require mitigation per re, but at a minimum, shall
replace the water quality functions through BMP's as approved by Staff_
5 No mitigation is required for Category IV wetland impacts provided the restoration, creation, or
enhancement contributes a net gain of aquatic resource function(s). Category 1V wetland impacts,
however, shall be required to provide all Wetland Permit Submittal Requirements, as applicable, following
Section 3 2 4 of these regulations
6 Wetland mitigation shall be designed wherever possible to restore wetland hydrology to historic hydric
soiis that have been drained or dewatered Grading activities for wetland creation and/or restoration should
be minimized
7 Mitigated wetlands shall be designed to optimize hydrologic stability and native species diversity
Designed permanent open water area(s) shall not constitute more than 20% of the required mitigation
acreage. At the discretion of Staff,however,greater than 20%up to a maximum 50%mitigation credit for
open water may be applied for mitigation designs that create interspersion of open water with emergent
wetland habitat
8 Any creation of wetlands for required mitigation shall take place only within areas that are not of a remnant
plant community,wetlands,or other natural areas
9 Enhancement within existing wetlands may be used as part of the mitigation credits, provided that at a
minimum, wetland creation and/or restoration is at a 1:1 ratio, the mitigation creationtrestoration is
provided on-site,and the impacted wetland(s)does not meet the definition of HQAR Mitigation credit for
enhancement measures will be at a 0.25:1 ratio(0.25 acre credit for every l.0 acre enhanced).
Article 4 19
UNITED CIr}'orYOR KVIL.I.E.IVEII AND PROIECI]ONItEGUIALTION WEIL AND IMPACISANDMIIIGAIION
FOR WATER QUALrTY a 5TORMWATER MANAGEMENT BENEFITS REQuIRENIENI:S
10. All wetland mitigation areas shall be buffered according to the requirements of Section 3 1 1 No buffer is
required for that portion of a wetland mitigation area that is adjacent to an existing preserved wetland
H.. A five-year wetland mitigation irrevocable letter of credit in favor of the City or equivalent security for
110%of mitigation cost following the provisions of Article 10 ofthese regulations shall be submitted prior
to receipt of the permit
12. For those impacts that will have a total wetland impact of less than or equal to 1 0 acre and not affect a
HQAR, the fee-in-lieu of mitigation option may be required by the City Conditions under which the fee-
in-lieu option may be required include,but are not limited to:
1) There are no other on-site or immediately adjacent wetlands that could be expanded.
2) The total size of the impacted wetland is 2.0 acres or less and due to development conditions, the
long-term viability of the wetland is questionable.
In addition, the fee-in-lieu option may be used by the developer for wetland impacts; this will be at the
discretion of Staff and City Council. Fees paid in lieu that are not required by Staff and City Council,shall
be comparable to the cost of mitigation off-site, but within the same watershed as the wetland impact,
including land costs The mitigation rate shall be 1 '/2(1.5)times the on-site required mitigation acreage for
calculation of the estimate of probable mitigation cost for non-HQAR sites The mitigation rate shall be 3.0
times the on-site required mitigation acreage for calculation of the estimate of probable mitigation cost for
HQAR sites Fees paid in lieu that are required by City Counlil with Staff's recommendation shall be
comparable to the cost of on-site mitigation,including land costs
13 Wetland impacts occurring prior to issuance of a Wetland Permit shall presume the wetland disturbed was a
HQAR and shall require mitigation at a minimum rate of 10:1
Section 4.2.2 Mitigation Hierarchy
All mitigation shall occur within the limits of the City's jurisdiction. For the off-site mitigation purposes of
these regulations, wetland mitigation shall occur within the same primary watershed (Aux Sable or Fox River)
as the wetland impact, unless there is an available wetland mitigation bank within the sub-watershed
corresponding to the impact(Blackberry,Rob Roy). Mitigation shall use the following hierarchy
1 On-site wetland mitigation is preferred, but only if the applicant can document that the mitigation can
expand the extent or improve the quality of other existing, undisturbed on-site or immediately adjacent
wetlands or on-site mitigation will create or restore a wetland equal to or greater than 1.5 acres in size. On-
site mitigation shall meet the requirements of Article 4 of these regulations.
2. Oft-site wetland mitigation within the same primary watershed as the wetland impact or within an approved
wetland mitigation bank located within the primary watershed when on-site mitigation is not feasible.
Required mitigation acreage shall be the on-site required mitigation acreage Off-site created or restored
wetland mitigation shall meet the requirements of Article 4 of these regulations,
3. Mitigation as a fee-in-lieu payment option that is not required by the City- The mitigation rate shall be I
(] 5) times the on-site required mitigation acreage For calculation of the estimate of probable mitigation
cost for non-HQAR sites,3.0 times for HQAR sites
4 Off-site wetland mitigation within the same primary watershed as the wetland impact and meets the
requirements of Article 4 of these regulations or within an approved wetland mitigation bank located within
the primary watershed. Required mitigation acreage shall be I I (1.5)times the on-site required mitigation
acreage for non-HQAR sites,3 0 times for HQAR sites
Article 4 20
UNI FED CIn'or YORKIVILLE WETLAND PROtECI ION REGUL 3ION WEI LAND INIPACT'S AND MVI ICA1ION
FOR WATER QUALITY& STORMWATER MANAGEMENT BENEFITS REQUIRENIENIS
5 Off-site wetland mitigation and outside the primary watershed of the wetland impact or within an approved
wetland mitigation bank located outside the primary watershed shall require three (3) times the on-site
required mitigation acreage and meet the requirements of Article 4 of these regulations
Section 4.3 Wetland Mitigation Plan
I In addition to the requirements of Article 3,if wetland mitigation is required a wetland mitigation plan shall
be submitted Refer to Appendix C for the wetland mitigation plan checklist. At a minimum, the wetland
mitigation plan shall contain the following
t) Narrative description of wetland impacts and proposed mitigation. Include a summary table
with acreage for each existing wetland,proposed impact,and proposed mitigation
2) A narrative of the proposed plan that includes a description of the proposed hydrologic regime,
planting plan,soils,and site geomorphology,where applicable
3) Provide a Wetland Mitigation Plan Graphic that depicts each wetland impact and all proposed
wetland mitigation and limits of required wetland buffer areas and contains the planting plan for
each proposed plant community, existing and proposed grades with 1-foot contour lines,
protection measures for all preserved wetlands, and location of water level structures, BMPs (if
applicable)
4) Specifications for wetland mitigation,which includes but is not limited to the following:
a. Earthwork -rough and final grading, allowable compaction limits, treatment of compacted
soils,and topsoil placement
b Compliance with the City's soil erosion and sediment control ordinance
c Water control structures, if applicable.
d BMP design and implementation if proposed within wetland buffer area
e Seed/plant installation that includes seed/plant bed preparation; procurement, list of plant
material by scientific and common name including seeding and planting rates for each
designated plant community, initial maintenance requirements and warranty performance
criteria,and any special planting provisions.
5) Provide a proposed implementation schedule that includes site preparation, installation of soil
erosion and sediment control measures, planting schedule, and post-planting maintenance and
monitoring schedule that indicates approximate month and year for each of the proposed
activities.
6) Provide a maintenance and monitoring plan that identifies activities during the 5-year monitoring
period and follows the requirements of Sections 4.4 and 4.5 of these regulations. Activities
should include, but not limited to, control of undesirable plant species, herbivore control, trash
removal, prescribed bum management, enhancement planting, bi-annual monitoring events, and
any other necessary activities.
7) All wetland mitigation shall include a plan for the long-term management and maintenance of
the preserved wetlands,mitigation wetlands,and their associated buffers. This plan shall include
a description of the sources of funding, and designation of the long-term tesponsibie party that
follows the provisions of Article 5 and as approved by Staff In addition, the long-term
management plan shall identify long-term management strategies that include but not limited to
prescribed burn management for all applicable portions of the mitigation If burn management is
Article 4 21
LINIIEDCIIYOFVO RKV 1 1LEWEILANDPAOIECIlONREGLILAY[ON WF,I LAND IMPACI SAND MITIGArION
FOR WATER QUALITY& STORMWATER MANAGEMENT BENEFtrs RF:QLIIRETIENIS
not utilized,documentation shall be submitted that specifies the reasons why burn management
will not be used and describes alternative management strategies that are known to be effective.
Alternatives such as herbicide application or weed pulling shall be applied with Staff approval.
8) If the owner is different then the applicant, identify the owner or the site and provide a written
assurance From the owner that the applicant has permission to use the site for mitigation
Section 4.4 Wetland Mitigation Monitoring Protocol
1 Following the general USACE guidelines, a 5-year mitigation monitoring period shall be required to assess
the success of the mitigation The first monitoring year is considered the first full growing season after
planting In general, if the full mitigation plan including seeding/planting is completed by end of May in a
particular year, that year can be considered the first monitoring year. If installation is not completed until
later in the growing season,then the first mon itoring year will be the next calendar year
2 Provide a description of a monitoring protocol that meets the following provisions.
1) General Sampling Methods
a. Monitoring for every year of the required monitoring period shall include two (2)
monitoring events: one in late spring (May -- mid-June) and the second during the late
summer period from mid-August to mid-October.
The purpose of the spring visit is a qualitative assessment of the mitigation site,
accomplished through meander search methodology throughout the entire mitigation area,
including the buffer area, and inventories of vegetation across the different plant
comnunitieslzones. Denote any site conditions where land management should be
addressed (e g, weed control, herbivory impacts, soil erosion,and sedimentation impacts)
The spring site visit shall be documented in a field report as described in Section 4.6
b The second monitoring event shall provide a more detailed qualitative assessment, and
conduct quantitative sampling along transect lines and document site conditions with
photographs that are taken at permanent photo stations.
The general inventory and FQA data shall be compiled and summarized in the annual monitoring
report as described in Section 4 6
2) Transect Sampling Methods.
a Generally, at least one (1) transect line shall be established within each of the proposed
wetland mitigation areas and within each plant community across the mitigation site,
including one in the buffer area. Transect locations shall be documented so that sampling
can be repeated year to year.
b A sufficient number of quadrants shall be sampled along each transect line to provide full
representation of the plant community. In general, a minimum of ten (10) 0.25 square
meter quadrants per transect is sufficient Quadrant intervals and number will depend on
the size and uniformity of the plant community.
The sampling procedure includes the recording of all plant species within the quadrant and the
assignment of a cover value. For further detail of the sampling method refer to the"Monitoring
Vegetation" chapter in The Tallmmss Restoration Handbook: for prairies, savannas and
woodlands(Packard, S. and Mute[,C.2005).
Article 4 22
UNrfanC I'IYOFYORKVILLEWFI LAND PROIECIIO NREGt1LAIION NA'F I LAND hIPACIS AND MITICA1 ION
FOR WATER QUALITY L STORMWATER MANAGEMENT BENEFITS REqurnENIENts
From these data, the Mean C, FQI, and relative importance values (RIV) are generated and are
to be compared with results of the previous monitoring events.
3) Additional Monitoring Parameters
In addition to the FQA method stated above, some projects may require additional monitoring
parameters for the mitigation and/or preserved wetland(s)such as hydrology, wildlife, etc. The
requirements of additional monitoring parameters shall be reviewed and required (if any) by
Staff on a project by project basis
4) Preliminary Wetland Delineation
A preliminary wetland delineation of the mitigation wetland(s) boundary shall be conducted
during the third(Ya)year of monitoring The extent of developed wetland shall be based on the
prevalence of hydrophytic vegetation. If the delineated wetland acreage deviates negatively,
10% or greater than the required mitigation acreage, the developer shall be required to prepare
and submit a Remedial Action Plan to Staff Refer to Section 4 7 Mitigation Requirements for
Non-performing Wetlands.
5) Final Wetland Delineation.
A final wetland delineation of the mitigation wetlands)boundary shall be conducted during the
fifth(S)monitoring year
Section 4.5 Wetland Mitigation Performance Standards
I. Erosion Control — A biodegradable erosion blanket shall be used for areas up to the 2-year stage and a
temporary cover crop shall be seeded within the wetland mitigation, which includes the buffer area above
the 2-year stage,within seven(7)calendar days of completion of construction activities. if the developer is
unable to comply with the 7-day requirement then the developer shall follow the City's Soil Erosion and
Sediment Control Ordinance. Any additional soil and erosion control measures shall be in accordance to
the City's Soil Erosion and Sediment Control Ordinance
2 Floristic Quality Assessment
l) General Inventory
a. By the end of the third full growing season, 301/6 of the seeded species and 90% of the
plugged species should be present; and native Mean C and native FQI values shall be
greater than or equal to 2.5 and 15,respectively,for each installed plant community
b. By the end of the fifth full growing season, 40% of the seeded species and 80% of the
plugged species should be present. The native Mean C and FQI values shall be equal to or
greater than 3 2 and 20, respectively, as measured for each plant community type that
comprises the mitigation area, including the native plant community within the buffer area.
The native Mean C and FQI values should increase each successive year after installation.
c By the end of the fifth full growing season,the native Mean W shall be less than or equal to
zero(0)for each of the wetland communities.
Generally, prior to the fifth monitoring year, the FQA data presented in the annual report
should reflect a positive trend in floristic metrics in order to be confident that the mitigation
shall meet the stated performance standards in the fifth year. If the mean wetness
coefficient is greater than zero (0), this is an indication that wetland conditions are not
developing. If the native Mean C has not increased from the previous year's monitoring
Article 4 23
UNIT ED C11Y OF YORKVILLE WEI IAND PRO'[ECT ION RECULAI ION WFI I-ANn IMPACTS AND MI I ICATION
FOR WATER QUALITY a, STORMWATER MANAGEMENT BENERTS REpUIREMEN Is
results, this is an indication that additional management activities may be required. It is in
the permittee's best interest to take necessary measures early in the project in order to
ensure compliance with the proposed wetland mitigation
7) Transect Inventory.
a. The RIV of total native plants should increase each successive year after installation
Generally, at the transect level there should be a positive trend in the floristic metrics for
the mitigation monitoring period. If such a trend is observed, one can conclude that for a
particular plant community all reasonable measures have been taken to manage that area
3. General Standards
1) By the end of the third full growing season, there shall be no area, across the entire mitigation
site, greater than l square meter that is devoid of vegetation, as measured by aerial coverage,
unless specified in the approved mitigation plan. Overall aerial coverage must be 90%, and
seedlings of at least 501/6 of all seed species found.
?) By the end of the fifth full growing season, there shall be no area, across the entire mitigation
site, greater than 0.5 square meter that is devoid of vegetation, as measured by aerial coverage,
unless specified in the approved mitigation plan Overall aerial coverage must be 99%, and
seedlings of at least 40%of all seed species found.
3) By the end of the fifth full growing season, none ofthe three most dominant plant species in any
of the communities that comprise the mitigation site,which includes the buffer area,may be non-
native or weedy species including, but not limited to, Reed Canary Grass, Common Reed,
Kentucky Blue Grass,Purple Loosestrife,Narrow-Ieaved cattails,Sandbar Willow, Field Thistle,
sweet clover, woody shrubs such as buckthom, Eurasian honeysuckles, European High Bush
Cranberry,and other non-native,weedy species
4) By the end of the fifth full growing season, the proposed wetland acreage as depicted in the
approved plan shall have been achieved. The extent, or deficiency of wetland acreage, that has
not been achieved, is the extent to which the developer shall be liable. Refer to Section 4 7
Mitigation Requirements for Non-performing Wetlands
5) Should the developer choose to provide additional required mitigation credits via creation,
restoration,or enhancement measures,the developer shall be required at a minimum,to maintain
and monitor the creation,restoration,or enhancement wetland(s)for an additional three(3)years.
Should the developer choose to provide enhancement measures, the developer shall provide
baseline floristic data of the proposed enhancement wetland(s).
6) Additional Proposed Criteria — Depending upon the mitigation plan submitted there may be
additional criteria required to supplement the above standards These shall be evaluated on a
project by project basis.
Section 4.6 Post Construction Submittal Requirements
1 Submit as-built conditions to Staff for review and approval as identified below
1) Final Grading—upon completion of final grading but before planting,submit certified as-built
plans with benchmarks that depict elevations in the mitigation area(s),including invert elevations
of all water control structures. The normal water level elevation and resulting acreage of open
water, if applicable, shall be specified. Provide a narrative explanation for any deviation from
Article 4 24
UNI I ED C1I V Or,YORf:VILI E WE]1 AND PR07 EC110N ItEGM ATION WEI I AND In1PAr.rS ANA M111GA I[O`1
FOR WATER QUALITY& STORMWATER MANAGEMENT BENEFITS REQUIRENIENTS
the approved mitigation plan If the grades are not within 0.2"t of(lie approved plan, the
permittee may be responsible For taking necessary corrective measures.
2) Vegetation — submit a list of the actual species seeded and planted by scientific and common
names For each community zone, including the quantity of each species installed (seed
weightlacre, number of plugged plantstacre), dates of seeding and/or planting, source of stock,
and the installation method(s) The vegetation as-built submittal shall include the Wetland
Mitigation Plan graphic that demarks the limits of each community zone installed and identifies
any revisions to the planting plan.
2 Monitoring Reports
1) Field reports shall be prepared and submitted to Staff within four (4) weeks of the spring
monitoring visit. The field report shall include a brief description of existing site conditions and
proposed management activities that should be addressed during the present growing season
2) Annual monitoring reports shall be prepared and submitted to Staff by December 30"' of the
monitoring year The annual reports shall include the FQA data and discussion of FQA results,
when applicable, discussion of adherence to the appropriate performance standards, narrative of
the general site conditions, identification of management activities that occurred during the
growing season, recommended management activities to occur over the successive 12-month
period,and photographs from the established photo stations.
The first year monitoring report shall also include a description of the ttansect line locations as
well as a graphic of the Wetland Mitigation Plan that denotes the location of all established
transect lines and permanent photo stations.
Years 3 and 5 monitoring reports shall include the results of the surveyed wetland delineation
including completed data forms and a graphic that depicts the location of data points.
Section 4.7 Mitigation Requirements for Non-performing Wetlands
I. if the Preliminary Wetland Delineation, performed during the third monitoring year, determines that the
delineated wetland acreage deviates negatively, 10% or greater than the required mitigation acreage, the
developer shall be required to prepare and submit a Remedial Action Plan to Staff. The Remedial Action
Plan shall address measures that will be undertaken to resolve the lack of wetland habitat. A Remedial
Action Plan shall be submitted to Staff within sixty (50) days of submitting the preliminary wetland
delineation findings. If the developer fails to comply with the provisions of this section,the City may draw
upon the required performance security following the provisions of Article 10 of these regulations to
remediate the mitigation site conditions
2 If the Final Wetland Delineation,performed during the fifth monitoring year,determines that the delineated
wetland acreage does not meet the required mitigation wetland acreage, Staffmay require an extension of
the 5-year monitoring period, payment of fee-in-lieu equivalent to the costs associated with the
construction, planting,monitoring and maintenance of the wetland acreage that is lacking, or request other
measures to meet the intention,requirements, and spirit of these regulations Failure to meet the required
wetland acreage shall be reviewed and measures required on a project by project basis
3 In addition, if Staff or hislher agent determines that the wetland mitigation does not meet the Wetland
Mitigation Requirements of Section 4.2 and the Wetland Mitigation Performance Standards of Section 4.5,
the developer shall meet with Staff to determine the acceptable means by which the developer shall meet
histhet wetland mitigation obligation(s)- Based upon the review and decision of Staff and City Council,the
developer may be required to:
Article 4 25
UNI I ED CI7 Y OF YOItKVIL I E WEI LAND PRO]EC I ION REGULAI ION WEI I AND IMPACI S AND Mll I(;AI ION
FOR WATER QUALITY a STORMWATER MANAGEMENT BENEFITS REQUIREMENTS
1 Continue management and enhancement measures of the mitigation area(s)for a specified period
beyond the 5-year monitoring for the improvement of vegetative quality and diversity in order to
meet the required performance standards of these regulations
2) Provide additional mitigation credits through enhancement measures for other existing
wetlands)
3) Provide funding into the fee-in-lieu program-
4 if Staff and City Council requests that the developer meet histher mitigation requirements via payment in-
lieu, Staff shall make an estimate of the probable cost of mitigating for the deficiency in performance
Staff shall have the right to draw on the performance security the amount of funds appropriate to remedy
the Welland mitigation to meet the performance standards, conditions,and wetland protection standards of
these regulations The remainder of the performance security shall then be released The amount withheld
for remedy of the mitigation shall be deposited in the fund created under and expended in the manner
described in Article 11
Article 4 26
Article S
Long-Term Maintenance Provisions
U,1 rr)G 1)•or VOItK1'II,LE WEILAND PRoirctic)N REGULA'I]ON LONG-T$Itnl MAINTENANCE PROVISIONS
FOR WATER QUAL I IV&SI ORA11v,11 ER MANAGERIEN1 BENEFIT$
Section 5,1 Long-term Maintenance
I Unless maintenance responsibility has been delegated to and accepted by another person under this section,
the owner shall maintain that portion of the preserved and mitigation wetlands and their associated buffers
With the approval Of the Staff[lie preserved and mitigation wetlands and their associated buffers may be:
1) Dedicated or otherwise transferred to and accepted by the City or other public entity.
2) Conveyed or otherwise transferred to and accepted by a homeowner's association, or similar
entity,with the members being the owners of al lots or parcels comprising the development
3) Conveyed to a person or entity that specializes in conservation and protection of wetlands.
Section 5.2 Transfer to City or Other Public Entity
I If any portion of the preserved and mitigation wetlands and their associated buffers is to be dedicated or
otherwise transferred to the City or other public entity under Section 5 1.1, appropriate easements for
ingress and egress and maintenance of such portions shall be reserved for the benefit of such entity on the
final plat.
Section 5.3 Transfer to homeowner's or Similar Association
1 If any portion of the preserved and mitigation wetlands and their associated buffers is to be conveyed or
otherwise transferred to a homeowner's or similar association under Section 5.1.2 then:
1) Appropriate easements for ingress and egress and maintenance of such portions shall be reserved
for the benefit of such association and the City on the final plat
2) The association shall be duly incorporated and a copy of the Certificate of Incorporation, duly
recorded,and bylaws and any amendment to either of(hem,shall be delivered to Staff
3) The bylaws of the association shall,at a minimum,contain the following:
a A provision acknowledging and accepting the association's obligation to maintain those
portions of the preserved and mitigation wetlands and their associated buffer areas
conveyed or otherwise transferred to it under these regulations
b A mechanism for imposing an assessment upon the owners of all of the lots or parcels
comprising the development that is sufficient, at a minimum, to provide for the
maintenance of those portions of the preserved and mitigation wetlands and their associated
buffers conveyed or otherwise transferred to it under these regulations,and the payment of
all taxes levied thereon A Special Service Area shall be established for The development
area to provide an ongoing revenue source in the event that the homeowners association is
not managing the wetland
C. A provision adopting the plan of long-term maintenance set forth in the application for a
wetland permit,with approved amendments
d A provision identifying the officer of the association responsible for carrying out the
obligations imposed upon the association under these regulations
e. A provision requiring the consent of the City to any amendment of the bylaws changing any
of the provisions of the bylaws required by these regulations.
f A provision requiring the consent of the City to the dissolution of the association.
Article 5 2B
UNI FED Q ii,orYORKV ILLE WET LAND PROTECTION REGULAI]ON LONG-TvoiMAINIENANCE PROVISIONS
FOR WAI ER QUM ITY&SrORM{VA TER MANAGEMENT BENEFITS
4) Any conveyance or other instrument of transfer delivered under Section 5.1 ? shall include a
covenant that imposes upon the association the obligations set Forth in this section and the
association's affirmative acceptance thereof.
Section 5.4 Conveyance to a Person or Entity Specializing in Conservation
1 If any portion of the preserved and mitigation wetlands and their associated buffers are to be conveyed to a
person or entity under Section 5.1 3 then;
1) Appropriate easements for ingress and egress and maintenance of such portions shall be reserved
for the benefit of the City on the final plat.
?) The final plat shall contain a legend imposing the maintenance obligations of this section upon
the grantee and his successors in interest as a covenant running with the land and incorporating
by reference the plan of long-term maintenance set forth in the application for a wetland permit,
with approved amendments_
3) The final plat shall contain a legend reserving the right of the City to enter upon the land to
perform the maintenance required in this section if the owner does not do so and to place a lien
against the land for the cost thereof.
4) A Special Service Area shall be established for the development area to provide an ongoing
revenue source in the event that the person or entity is not managing the wetland.
5) Any conveyance delivered under Section S.1 3, and any subsequent conveyance, shall include a
covenant that imposes upon the grantee the obligations, restrictions and provisions set forth in
this section and the grantee's affirmative acceptance therarof
Section 5.5 Incorporation of Maintenance Obligations in Wetland Permit
1. The provisions of this section shall be incorporated by reference in the wetland permit and the developer's
acceptance of the permit shall be deemed to be the developer's acceptance and assumption of the
obligations imposed under this section. The developer shall record such obligations on the deed.
Article 5 29
UNITED CIl S OF YORKVII LE WE LAND PRO EC"r1oN RECUGAI]ON FEr•.s,ENFORCFAIrNI AND PENAI I IrS
rOR WATER QUALITY d SIORAIWAIER M&NACENIENr BENEFI IS
Section 6.1 Tees and Application Review Times
1. Applications for a welland permit under these regulations shall be accompanied by a non-refundable
administrative application fee in an amount of 5100 In addition, the developer shall provide a minimum
review deposit in the amount of $5,000 that will be drawn on for the hourly fee invoices of outside
consultant(s) who may be retained by the United City of Yorkville in connection with the review of the
application. In the event the review deposit is drawn down to less than $1,000, the developer shall be
required to provide an additional deposit to te-establish the deposit balance to S5,D00.In the event the cost
of the services of the consultant(s) is less than the review deposit, the developer shall be refunded the
balance A denial of an application for a wetland permit shall not affect the developer's obligation to pay
the review fee provided for in this Section.
2 Additional fees for wetland mitigation construction administration and review will be covered under the
Administration Fee based on the approved estimate of costs
3 Permit applications shall be approved or denied within 30 business days of a complete pen-nit submittal; if
written approval or denial of the permit has not been received within 30 business days, the permit
application shall be assumed to be approved The application review period begins once all submittal items
are provided to Staff.
Section 6.2 Enforcement
1. One of the primary duties of Staff or his/her agent shall be the review of all wetland submittal applications
and issuance of wetiand permits for those projects that are in compliance with the provisions of these
regulations. Staff shall be responsible for the administration and enforcement of these regulations.
2 Staff or his/her agent, officer, or employee shall have authority under these regulations to enter upon
privately owned property for the purposes of inspecting any development activity to ensure the activity
conforms with requirements,standards,and provisions of these regulations and/or the terms and conditions
of an issued wetland permit
3 If a wetland mitigation area is constructed as part of the wetland permit, Staff or his/her agent shall at a
minimum perform the following inspections:
1) After final grading and before seeding or plant installation
2) After seeding and plant installation
3) Annual inspections during the 5-year monitoring and maintenance period.
Section 6.3 Penalties And Legal Actions
1. Whenever Staff or his/her agent finds a violation of these regulations, or of any permit or order issued
pursuant thereto, Staff or City Council, as applicable, may issue a stop-work order on all development
activity on the subject property or on that portion of the activity that is in direct violation of the Ordinance
or withhold issuance of a Certificate of Occupancy, permits or inspection until the provisions of these
regulations, including any conditions attached to a wetland permit,have been fully met. Staff shall issue an
order that (1) describes the violation (2) specifies the time period for remediation, and (3) requires
compliance with these regulations prior to the completion of the activity in violation Failure to obey a
stop-work order shall constitute a violation of these regulations
2. in the event a violation involving illegal alteration of an Isolated Waters of Yorkville as protected under
these regulations, the City shall have the power to order complete restoration of the Isolated Waters of
Yorkville by the person or agent responsible for the violation If such responsible person or agent does not
prepare and submit a restoration plan for review and approval by Staff within 30 days of notice of violation,
the City shall have the authority to restore the affected Isolated Waters of Yorkville to their prior condition
wherever possible, and the person or agent responsible for the original violation shall be held liable to the
City for the cost of such restoration
Article 6 31
UNITED CITY OFYORKVILLF,WE]LAND PROTECI ION REGULATION Frr•.s,ENFORMIENT AND PENAL IIES
r•anWATER QU,\LI Y&STORAIWAIEnMANAGEMM t3ENEMS
3 In addition to the rights and remedies herein provided to the City, any person violating any of the
provisions of these regulations shall be subject to a fine in an amount not exceeding Seven Hundred and
Filly Dollars(5750 00) for each offense Each calendar day a violation continues to exist shall constitute a
separate offense
Article 6 32
Article 7
General Provisions
UNITED CITY OF YORKVILLE WETLAND PROTECTION REGULATION GENERAL PROVISIONS
FOR WATER QUALITY&STORMWATER MANAGEMENT BENEFITS
Section 7.1 Scope of Regulation
I These regulations applies to all new development as well as any dumping or non-permitted discharge of
chemicals or other pollutants into Isolated Waters of Yorkville within the United City of Yorkville and all
new development within an area under consideration for annexation into the United City of Yorkville_ Any
person undertaking a development having a wetland on the project site or a wetland within 100 feet of the
project site shall obtain a wetland permit from Staff This includes any new development on partially
developed sites
Section 7.2 Exemptions
i These regulations do not apply to:
1) Development which has obtained preliminary or final plat approval within the past 12 months
before the effective date of these regulations
2) Wetland impacts that have occurred before the effective date of these regulations.
Section 7.3 Severability
1 The provisions of these regulations shall be severable in accordance with the following rules:
1) If any court of competent jurisdiction shall adjudge any provision of these regulations to be
invalid,such judgment shall not affect any other provision of these regulations
2) If any court of competent jurisdiction shall adjudge to be invalid the application of any provision
of these regulations to a particular parcel of land or a particular development, such judgment
shall not affect the application of said provision to any other land or development
Section 7.4 Abrogation and Greater Restrictions
1 These regulations are not intended to repeal,abrogate,or impair any existing easements,covenants,or deed
restrictions_ Where these regulations and other ordinances, easements, covenants, or deed restrictions
conflict or overlap,whichever imposes the more stringent restrictions shall prevail.
1 When provisions of these regulations differ from any other applicable law, statute, ordinance, rule, or
regulation, the more stringent provision shall apply
Section 7.5 Effective Date
These regulations shall be in full force and effective from and after its passage, approval, and publication
according to law. The effective date of these regulations is January 8,2008
Article 7 34
Article 8
Variances and Appeals
UNIIEO C1lYor YORKVILLIS WETLAND PROTECI ION RUGULAT ION VARIANCU%AM APPEALS
FOR WATER Q UA I.1 W&51 Onit1►YAI Fit MANAGEMENT BENEFI I S
Section 8.1 Variances
I The developer may apply to the City Council for a variance The City Council shall have the authority to
grant variances from these regulations,but only in compliance with the procedures set forth in Section 8 1
2 The petition for a variance shall accompany or follow an application for a Welland Permit and shall include
all necessary submittal items
Every variance petition filed pursuant to this Section 8 1 shall provide the following information:
I) The specific reatute or features of' the proposed construction or development that require a
variance
2) The specific provision(s) of these regulations from which a variance is sought and the precise
extent of the variance therefrom.
3) A statement of the characteristics of the development that prevent compliance with the provisions
of these regulations
4) A statement that the variance requested is the minimum variance necessary to permit the
development.
5) A statement as to how the variance requested satisfies the standards set forth in Section 9.14 of
these regulations
4. The City Council may grant such petition for a variance only when it is consistent with the general purpose
and intent of these regulations and when the development meets the majority (four or more) of the
following conditions:
1) The relief requested is the minimum necessary and there are no means other than the requested
variance by which the alleged hardship can be avoided or remedied to a degree sufficient to
permit the reasonable continuation of the development.
2) Demonstration that failure to grant the variance would result in exceptional hardship to the
developer Economic hardship is not a valid reason to request a variance
3) The variance is not requested solely for the purpose of increasing the density of the development
nor impervious areas on the site.
4) The developer's circumstances are unique and do not irpresent a general condition or problem
5) The subject development is exceptional as compared to other developments subject to the same
provision
6) Granting the variance shall not dramatically alter the essential character of the wetland area
involved,including existing stream uses
7) The proposed development could not be constructed if it were limited to areas outside the
Isolated Waters of Yorkville and required buffer areas
Section 8.2 Variance Conditions
I A variance of less than or different from that requested may be granted when the record supports the
developer's right to some relief,but not to the relief requested
Article 8 36
UNI I ED CI1 V OF YORKVII I E WF It AND FROI ECTTON REGULATION VARIANCFS Am)ANTAI S
FOR WAI ER QUALITY&STORMWAIER MANAGEMENT BENEFI IS
In granting a variance, the City Council may impose such specific conditions and limitations on the
developer concerning any matter relating to the purposes and objectives of these regulations as may be
necessary or appropriate
3 Whenever any variance is granted subject to any condition to be met by the developer, upon meeting such
condition,the developer shall file evidence to that effect with Staff
4 A granted variance shall be issued as a"special use"permit and shall be valid for one(1)year from the date
of issuance.
Section 8.3 Appeals
I A developer may appeal any decision of Staff to the City Council provided that no such appeal shall be
taken until and unless the developer has requested a conference with Staff and not a subordinate of Staff,
and either the conference has been held or Staff=has not scheduled a conference within 30 days of the initial
request.
Article 8 37
Article 9
Administration
UNITED CITYOfYORTwILlL VEII.ANDPROTECTIONREGULATION ADMINISTRAtION
VOR WATER QUA[I rY S S I ORAIWAI ER MANAGEMEM BFNevi rs
Section 9.I Responsibility for Administration
I Staff shall oversee the enforcement and administration of these regulations In performing his/her duties,
Staff may delegate routine responsibilities to any named designee.
Section 9.2 Representative Capacity
I In all cases When any action is taken by Staff or his/her duly appointed designee, to enforce the provisions
of these regulations, such action shall be taken in the name of the City, and neither Staff nor his/het
designee, in so acting shall be rendered personally liable
Section 9.3 Service of Notice
I Unless otherwise provided herein,service of any notice or other instrument under these regulations may be
made upon any person by:
1) First class mail, postage prepaid, addressed to address then on file for such person, if any, or if
none,to such person's last known address
3) Any method prescribed under the Illinois Code of Civil Procedure,
Article 9 39
Article 10
Performance Security
Umrm CItY or YORKNILir WFILAND PaoTeenON REGULATION PFnrortN1A\GF SECURI rY
FOR WAT FR QUALT TY&S I QRNI►YAI M MANAGEWNr BFNEFI r5
Section 10.1 General Security Requirements
1. To secure the performance of the developer's obligation to successfully complete any required wetland
mitigation as part of the Welland permit,and to pay all costs,fees,and charges due under these regulations,
and to fully and faithfully comply with all of the provisions of these regulations,the developer shall,prior
to the issuance of a wetland permit post the security as provided in Section 10 2,
2 The developer shall bear the full cost and responsibility of obtaining and maintaining the security required
by this Article
Section 10.2 Wetland Mitigation and Naturalized Basin Performance Security
1 A development performance security shall include the following.
1) A schedule,agreed upon by the developer and Staff, for the completion of the wetland mitigation
required by the permit
2) A statement of the estimated probable cost to install, monitor, and maintain the wetland
mitigation area as required by the permit. The estimated probable costs shall be categorized by
earthwork, including erosion and sediment control measures; landscape installation; and
maintenance and monitoring costs Such estimate is subject to approval by Staff.
3) An irrevocable letter of credit in favor of the City or other such adequate security as Staff may
approve, in an amount equal to i 10% of the approved estimated probable cost to complete any
required wetland mitigation.
4) A statement signed by the developer granting Staff the right to draw on the security and the right
to enter the development site to complete required work, in the event that work is not completed
according to the work schedule or the mitigation area is not meeting the required performance
standards and the developer has failed to implement management activities or remedial measures
to address noncompliance issues
2 Required 5 year wetland mitigation development security may be released based on the following
mitigation milestones:
1) 50% estimated probable costs for earthwork activities may be released following review and
approval of certified final grading as-built plans.
2) Remaining 50% estimated probable costs for earthwork activities and 50% estimated probable
costs for landscape installation may be released following review and approval of the preliminary
wetland delineation (conducted in the third year of monitoring) and compliance with the
prescribed performance standards for 3`d-year monitoring requirements
3) Subsequent release of security shall be based on progress of mitigation and at the discretion of
Staff. At no time, however, shall more than 50% of the remaining security be released prior to
review and approval of the final wetland delineation (conducted in the fifth year of monitoring)
and compliance with the prescribed performance standards for the 50'-year monitoring
requirements
3 Required 3-year naturalized wetland detention basin development security may be released based on the
following milestones:
l) 50% estimated probable costs for earthwork activities may be released following review and
approval of certified final grading as-built plans
2) Remaining 50% estimated probable costs for earthwork activities and 50% estimated probable
costs for landscape installation may be released following review and approval of the naturalized
wetland basin establishment after two years of development and compliance with the prescribed
performance standards for the 2'Lyear monitoring requirements.
3) Subsequent release of security shall be based on progress of naturalized wetland basin and at the
discretion of Staff At no time, however, shall more than 50% of the remaining security be
Article 10 41
UNI I ED 0111'OF YORKVILLE WEI LAND PROTECTION REGULATION! PERFORMANCE 5ECURHY
FOR W A I ER QVAI m'&5 rORMWA I ER MANAGEMENT BENEFITS
released prior to review and approval of the naturalized wetland basin after three years of
development and compliance with the prescribed performance standards for the 3rd—year
monitoring requirements
4. Generally, at the end of the applicable monitoring period or upon an earlier request for the release of the
performance security, Staff or his/her agent shall evaluate the wetland mitigation and/or naturalized
wetland basin for compliance with the performance standards, conditions, and standards of these
regulations. If Staff or his/her agent determines that the wetland mitigation meets the performance
standards, conditions, and wetland protection standards of these regulations, he/she shall recommend
release of the performance security
Section 10.3 Performance Security
1 Performance security posted pursuant to this Article shall be in a form satisfactory to Staff
2 if the developer fails or refuses to fully meet any of its obligations under these regulations then the City
may, at their discretion, draw on and retain all or any of the funds remaining in the performance security
The City thereafter shall have the right to take any action deemed reasonable and appropriate to mitigate
the effects of such failure or refusal, and to reimburse the City from the proceeds of the performance
security for all of its costs and expenses, including legal fees and administrative expenses, that resulted
from or incurred as a result of the developer's failure or refusal to fully meet its obligations under these
regulations. If the funds remaining in the performance security are insufficient to fully repay the City for
all such costs and expenses, or after said payment to the City, the remaining cash reserve of the
perfotmance security is less than the amount that would otherwise be required to be maintained under this
Article,the developer shall on demand by the City immediately deposit with the City such additional funds
as the City determines are necessary to fully repay such costs and expenses, and to establish appropriate
cash reserve as required under this Article
Article 10 42
Article 11
Fee-In-Lieu of Wetland Mitigation
UN1 1EDClIVO1-YORKVILLEWEI I AND PRO1Ecl]ON REGULATION IEEE-IN-t,IEUOF'11rE1[AND Nil IIGAIION
ro1L WAI EIt QUALITY&SIORMWAIER MANAMIE14r RENETI75
Section 11.1 Fee-in-lieu of Wetland Mitigation
1. if fee-in-lieu of mitigation is required by the City, the applicant shall prepare a statement of the estimated
probable cost to construct wetlands that includes costs associated with land acquisition, wetland
construction, planting, and the 5-year monitoring and maintenance activities The estimate of probable
costs is subject to the approval of the City
2 If fee-in-lieu of mitigation is not required by the City, the applicant's estimated probable cost shall be
determined based on a mitigation ratio 15 times the on-site required mitigation acreage. The probable cost
estimate shall include costs associated with land acquisition, wetland construction,planting, and the 5-year
monitoring and maintenance activities The estimate of probable costs is subject to the approval of the
City.
Section 11,2 Procedures and Use of Funds
1 An applicants' statement of its intention to satisfy the wetland mitigation requirement by the payment of a
fee-in-lieu of wetland mitigation shall be in writing and filed with the City along with the estimates
described in Section i 1 1
2 Fees paid in lieu of wetland mitigation shall be deposited by the City in a separate fund created for such
purpose
3 Fees paid in lieu of wetland mitigation shall be expended to plan, design, restore, improve, acquire, or
enhance Isolated Waters of'York-ville and/or Waters of the US located within the City's jurisdiction
Article 11 44
APPENDIX A
WETLAND PERMIT APPLICATION AND PERMIT SUBMITTAL FLOWCHART
UNITED CITY OF YORKVILLE WETLAND PERMIT APPLICATION
1100,city use a*) Dale Application Received: Dale Perm I Issued:
Irulrucliorn: Applicant shall subrdl completed application permit sumbiliol checkisi.perrdt submilial flowchart.rriligalion plan checkrisl
and all other applicable submNlol ilems os required wilhin the Welland Ordinance to the Administrolor.The welland permit review process
shall begin once a complete submlllat has been provided
Name&Address of Appliconl: Name&Address of Owner(s): Name&Address of Developer:
Telephone No,during business hours: Telephone No during business hours:
( 1 f ]
( } fax ( ) fax
Describe the genera[Inlenl of[he proposed activity,[is purpose and the proposed Colegory(IM)of impact_
Names.addresses and telephone numbers of all adjoining property owners within 250 feel of the development sile.
tocailon of activity: Lego[Description:
Streel.road or other descriptive location 1N Sec Twp Range
Tax Assessor's Description([I known):
Cily County Stale Tip Code
Nome of waterbody wifHn or odiacenl to rile of applicable) Map No.Subdgv No lot No
Is any porlion of aclivity for which a wetland permit Is sought now complete? —No `Yes,if yes explain:
I hereby cerlify that all Information presented in Ihis applica lion is true and accurate to the best of my knowledge_ I have
read and understand the Unlled City of Yorkville Welland Proteclion Ordinance,and lully intend to comply wilh ils provisions
'lgnafure of Developer bale
Signature of Owner Dale
Wetland Permit Application
UNITED CITY OF YORKVILLE TYPICAL WETLAND PERMITSUBMIITAL FLOWCHART
The[allowing flowchart Identifies the lypical submillai items Ihol are required for a permit application based on the type of proposed
impact Highlighl the appropriate path and circle the required submiliat items.
Type of Development Project: Projecl Slie Acreage: Proposed Welland lmpacl Acreage:
(Residenliol Commercial PUD.elc I
START
Are wetlands or Wafers of the Submit Welland
U.S present on or wilhln 100 feel Delemhtnation Lefler of
of proposed devefoprnenl site? NO Findings
(Refer to Secllon 3.2.2
rr�
Will proposed development Submll Welland Permll Application and
impact Isolated walers of Yorkville Welland Permll SubmiHal Checklist,
or Wafers of the U S? NO completing ilems 1-4 on the checklist.and
eslobfish required buffers.
(Refer to Sections 3 2 3-3 2 5)
N
W
N
Will proposed developmehi lmpacl Submit Welland Pemhil Application
Waters of tha U 5? and Welland Permit Submittal
YES Checklist,compleling Items 1.5 on
the checkGsl
lRefer to Sections 3 2 3-3 2 51
JZO
will proposed development lmpacl
greater Ihon at equal la 0 25 acre of Is the Isolated Wafers of
Isolated walers of Yorkvllle? NO Yorkville a High Quagly NO
Aqualic Resource?
N
W
Ia
Y
What Colegory of Impocl
will be used? AIlend mandatory(Refer 1052e1fon 3.2.4) Pre-Submlltal Mealing Category V
vdlh Adminislrolor
Category I Cal egory I and II Subm1l Welland Permli ApplicatIon,
Will wellond NO Welland Permil Submittal CheckOsi.
be used for completing llems 1-4 and ilem 6 on the
slormwaler Checklist and Welland Miliga lion Plan
managemenl Checklist (Refer lo Sections 3 2 3-3 2 5.
Category 11 facility? Does wetland Arltete 4.and oil other applicable Articles
Y S meal allerta NO of the Ordinance)
to be used for
stormwoler
path A management
See lociiity$
5hoel2
Poll,e
sae
st,eB12
SHEET 1 YORMUE WEILAND PERMIT SUBMITTAL FLOWCHART
path d
[ram
Sheet]
N
w
>r
Category I and II that meet certain crllerla
Submll Welland Permil Application and Welland Permfl Submillol
Checklist completing items 1-4 on the checklist and comply wilh
Section 3 13
path A
from
Shoe)I
Submil Welland Peimil
Appficaiiion and nanaliye of
Category Ill measures taken io mi1'Igale for
Galegory III water quality lunclions.(Refer
to Sections 3.2 3-3 2 5)
Cole gory IV Category 1V Submit Welland Permfl Appiicalion
g Welland Permll Submillal Checklist
completing Ilems 1-4 and Ilem 6 on
the checkllsi and rwrraiive of aclhrHy
lhol demonslrales a net gain of
aqualic resources) (Refer to Sections
323-325and42J
Category V Al lend mandatory
Pre-5ubmlllol Meeting
wilh Administrator
Category V
SubrrO Welland Pennll Application
Weiland Permit Submillol Check4si.
completing flerns 1-4 and Ilem 6 on the
checklist.and Welland Miflgoilon Plan
Checklisl (Refer to 5eclions 3 2 3-3 2 5
Article 4.and all other applicable Arllcles
of the Ordinance)
YES Submit Welland Perrnll Appicalbri and Welland Permit Submillol
Will formed wetland d used Checklisf.completing items 1.4 on the checklisl and comply with
Calegory Vl rot slormwaser Section 3 1 3
managemenl
faci4lyv Nb Submit Welland Permil Appicason Welland
Permit Submlllai Checklist.completfnp items
STOP 1-4 and Hem 6 on the checklist.and Welland
Miligalion Plan Checklist (Relet to Secllons
3 23-3 2 5,Arllcle 4,and all other applicable
Arlicles of the Ordinance)
SHEET 2 YOUVILLE WETLAND PERMIT SUBMMAL FLOWCHART
APPENDIX B
WETLAND PERMIT SUBMITTAL CHECKLIST
United City of Yorkville
WETLAND PERMIT SUBM17TAL CHECKLIST
REQUIREMENT ITEM ITEM IF NOT PROVIDED,
REQUIRED PROVIDED EXPLANATION
M
1. Welland Delineolion Report that provides all information as required
in Seclion 3.2.5 of the Ordinance.
2 Narrative Report and Site Plan Thal demonstrates compliance ol:
a Section 3 1.1 Buffer Requirements,including plonfing plan for buffer area is).
b Section 3 1 2 Wetland Hydrology Prolection
c section 3 13 Slommater Management within Isola led Waters of Yorkville
[Including buffer and 3-year management and monliortng plan)
d Section 3 1 4 Discharge to Isolated Wafer of YorkvMe or Waters of the US.
e. Sec lion 3,1.5 Pro leclion of Isolated Walers of Yorkville During Development
3 Narrative Thal specifies prescribed management activities and long-
lerm management provisions for all buffers.perserved wetlands.
and wetland miligafion(if applicable).and includes the following:
a Maintenance acilvilles and lentailve schedule
b Maintenance acIMIles and tentaflve schedule subsequent to required
monitoring period
c. Description of funding source
d. Designation of the responsible party following Arllcle 5.
4 USACE statement of jurisdictional delerminatton for all wellands
on devetopmenl sile.
5, For proposed Impacts to Waters of the U.S.the following
shall be provided:
a Completed United Cily of Yorkville Welland Permit App@callon
b Provide USACE permit subrr f tai for the proposed development or a letter
from the USACE that states the proposed development does not require
USACE aulhortmiion
c Provide copies of all USACE.IEPA.and rDNR Office of Water Resources
oulhorizolions to the Adminizlralm
d Slalemenl that all wetlands vMhln the Cilys fu4cliction wit be millgoled
forwilNn the some primarywolershed as the impacifs)at the m1l)golion
rotio specified by the USACE
e Soil Erosion and Sediment Control Plan that demonstrates compliance
vdlh the Culls Soil Boston and Sediment Control Ordinance.
6 For proposed Impacts to Isolated Waters of Yorkville the following
shall be provided:
a. Compleled United City of Yorkville Welland Permit Apprcofion
b Statement of Permll Category(Category I-VI)to be used for development
Impoc I(s)
c Documentation for compliance wilh IESnois Department of Natural
Resources'Endangered Species Consultation Progrom and the Illinois
Natural Areas Presuvollon Act.
wellnnd Pempt Submltiar 1
WETLAND PERMIT SUBMITTAL CHECKLIST
REQUIREMENT ITEM ITEM IF NOT PROVIDED,
REQUIRED PROVIDED EXPLANATION
M {t1}
6. d Documenlolion for compliance with US fish and Wildllle Service's
Endangered Species Act
e 1) Slolemenl on the occurrence of High Quality Aquatic Resources on or
within 100 Feel of the development site
21 Applicant has compleled a Pre-SubrNtlof meeting wilh the
Adnvnistralor tl so give dale of meeting
f Wilgallon Plan(if applicoblel refer to Appendie C for Mitlgolion Plan
checklist
g For Category II or Calegary V Impacts provide the following:
1) Narrative of measures taken In sequence,to avoid and mir imize
weltand impacts before miltgalion is considered.
21 Detailed discussion of allemative analysis to avoid m6imize and
miligate for wellond impacts
h For Category Ili Impacts provide the following:
1) Narrative of measures taken to mitlgate for water quality
functions
i For Category IV Impacts provide the following;
1) Narrative of proposed pion Choi demonstrates net gains
In aquatic resource functions
For CalegoryVl Impacts provide the following:
i) Nanalive of miligolion measures that demonstrates an
environmental benefit e.g Improved hobilol.water quolly
etc.
Wetland Permit SubHljoi 2
APPENDIX C
WE-TL AND MITIGATION PLAN CHECKLIST
United City of Yorkville
WETLAND MITIGATION PLAN CHECKLIST
REQUIREMENT ITEM ITEM IF NOT PROVIDED,
REQUIRED PROVIDED EXPLANATION
1. Narrative description of wetland impacts and
proposed mitigation. Provide a summary table
With acreage for each existing wetland,
proposed impact,and proposed millgation.
2.. Narrative of proposed mitigation plan that includes a
description of the following parameters:
a Hydrologic Condl i n -Identify source(s)of water,
both on-site and off-sHe surface and groundwater.
Describe and provide model results of the
expected hydroperiod(al a minimum,2-yr, 113-yr,and
100-yr,24-hr storm events) thal include frequency,
duration,and elevation of inundation or saturation.
b. 1)Planting n-Describe each proposed plant
community and approximate size. Provide a list
of plant species for each community.including
proposed cover crop MOTE:All seed and
plant material shall originate within 200 miles
of site.
2) Planting narrative that describes the planting
methods and planting schedule.
c Soil C ora terisfics-Provide a soil profile
of the proposed conditions. Identify
soil conditions that will be present from
12-24 inches below the surface
d. Topography-Submit existing and proposed grades
wish 1-foot contour lines and reference elevations..
3. Specifications for wetland mitigation earthwork
including final grading,allowable compaction limits,
treatment of compacted sails,and topsoil placement;
water control structures,if applicable;BMP design and
Implementation if proposed within wetland buffer
area;plant and seed procurement,installation
methods and schedule;and all other appropriate
specifications for the wetland miligation activities.
4. Proposed implementation schedule that includes:
a. Site preparation.
b. Installation of soil erosion and sediment
control measures.
c. Planting schedule.
Welland Mlligalion Plan l
WETLAND MITIGATION PLAN CHECKLIST
REQUIREMENT ITEM ITEM IF NOT PROVIDED,
REQUIRED PROVIDED EXPLANATION
4. d. Post-planting maintenance and monitoring.
5. Maintenance and Monitoring Plan that Includes;
a Proposed monitoring protocol that follows
Section 4 4 of the Ordinance_
b. Specified performance standards that follows
Section 4.5.
c. Proposed annual maintenance activities to be
performed during the 5-year monitoring period.
Activities should include,but not be limited to
control of undesirable plant species,herbivore
control,bum management,enhancement planting.
6 Provide a Welland Mfilgaflon P an Grap tc that
contains the following information.
a. A summary table with acreage for each existing
wetland,proposed impact acreage,and
proposed mitigation acreage.
b. Clearly identify proposed wetland impacts,wetland
mitigation area(s) denoting creation vs.
enhancement wetlands,and Ilmils of required
buffer areas.
c. Planting Plan that includes a complete list of plants
by common and scientific name for each
community type,quantities per species of seed,
plugs,rootstock,transplants,or propagules:and
specific planting zones
d. Existing and proposed grades with i-foot contour
lines and reference elevations to bench marks.
e. Protection measures for all preserved Isolated
Waters of Yorkville and Waters of the U S.
f. Location of water level control structures,$MPs,etc.
7. If off-sale mitigation is proposed,the following maps
shall be provided with the location of the mitigation
slie clearly marked:
a. USGS topographic map.
b. County soil survey
c. NWI map.
d. NRCS swampbuster map (if applicable)
e. Hydrologic Atlas.
f. Aerial photograph(s).
Welland Mitigalion Plan 2
WETLAND MITIGATION PLAN CHECKLIST
REQUIREMENT ITEM ITEM IF NOT PROVIDED,
REQUIRED PROVIDED EXPLANATION
N)
7. g Site photographs
8. Performance Security following the provisions of
Article 1b.
9. if owner of the property is different then the
applicant, provide written assurance from the owner
that the applicant has permission to use the site for
mitigation.
Welland Mlll$ollon Plan 3
Ordinance No. 2009-
AN ORDINANCE OF THE UNITED CITY OF YORKVILLE,
KENDALL COUNTY, ILLINOIS,PROVIDING FOR THE REGULATION OF
POST-CONSTRUCTION IMPLEMENTATION OF STORMWATER
BEST MANAGEMENT PRACTICES
WHEREAS, the United City of Yorkville (the "City") is a duly organized and
validly existing non-home-rule municipality created in accordance with Article VII,
Section 7 of the Constitution of the State of Illinois of 1970; and,
WHEREAS, pursuant to 35 Ill. Administrative Code, Subtitle C, Chapter 1, the
United City of Yorkville storm sewer system has been identified by the Illinois
Environmental Protection Agency (IEPA) as a Small Municipal Separate Storm Sewer
System (MS4); and,
WHEREAS, the IEPA has issued a National Pollutant Discharge Elimination
System (NPDES) General Storm Water Permit for the United City of Yorkville's Small
MS4; and,
WHEREAS, said NPDES permit requires the United City of Yorkville to adopt
an ordinance or other regulatory mechanism related to post-construction runoff minimum
control measures; and,
WHEREAS, proper implementation of stormwater Best Management Practices
are essential to minimizing the pollutant content of storm water discharges to receiving
streams,
NOW, THEREFORE, HE IT ORDAINED by the Mayor and City Council of
the United City of Yorkville,Kendall County, Illinois, as follows:
Section 1, That the United City of Yorkville Standards for Regulating Post-
Construction Maintenance of Stormwatcr Best Management Practices, dated October 12,
2009, a copy of which is attached as Exhibit"A", is hereby approved and adopted.
Section 2. This ordinance shall be in full force and effect upon its passage,
approval and publication as provided by law.
Passed by the City Council of the United City of Yorkville, Kendall County, Illinois, this
Day of^ _ , A.D. 2009.
ATTEST
I LER
1
SMPP 5,4
t '
ROBYN SUTCLIFF DIANE TEELING
GARY GOLINSKI ARDEN JOSEPH PLOCHER�
WALTER WERDERICH MARTY MUNNS
ROSE ANN SPEARS GEORGE GILSON, JR.
Approved by me, as Mayor of the United City of Yorkville, Kendall County,
ff0�
Illinois, this 7 Day of _J AuuAOey , A.D. 209.
ljj'�AL
MAYOR
2
Exhibit "A"
UNITED CITY OF YORKVILLE
STANDARDS FOR REGULATING POST-CONSTRUCTION
IMPLEMENTATION OF STORMWATER BEST MANAGEMENT
PRACTICES)
This document establishes stormwater Best Management Practice(s) which shall be used
to meet the requirements of the National Pollutant Discharge Elimination System and the
Illinois Environmental Protection Agency Small Municipal Separate Storm Sewer Systems
(MS4's).
Section 1. Definitions
For the purposes of these standards,the following definitions are adopted:
1. Best Management Practice(BMP) -Any technique,process, activity,
structure,prohibition of practices, general good housekeeping practices,
pollution prevention and educational practices,maintenance procedures, and
other management practices to prevent or reduce the discharge of pollutants
directly or indirectly to stormwater,receiving waters, or stormwater
conveyance systems. Best Management Practice(s) also include treatment
practices, operating procedures, and practices to control site runoff,spillage or
leaks, sludge or water disposal, or drainage of raw materials storage.
2. City—The United City of Yorkville, Kendall County, Illinois.
3. Development- Any man-made change to real estate including,but not limited
to:
a. More than fifty percent (50%) increase in impervious area of an existing
building and/or the affected parcel.
b. Installation of utilities, construction of roads, bridges, culverts or similar
projects.
c. Construction or erection of levees, dams,walls or fences.
d. Drilling, mining, filling, dredging, grading, excavating,paving,or other
alterations of the ground surface.
e. Storage of materials including the placement of gas and liquid storage
tanks, and channel modifications or any other activity that might change
the direction,height, or velocity of flood or surface waters.
3
f. Development does not include routine maintenance or existing buildings
and facilities,resurfacing roads, or gardening, plowing, and similar
practices that do not involve filling, grading, or construction of levees.
4. Maintenance Agreement—An agreement between the City and the
Responsible Party,recorded against the real estate to which it pertains,that
acts as a property deed restriction and which provides for long-term operation
and maintenance of stormwater Best Management Practice(s).
5. Responsible Party--The developer, organization,property owner or entity
owning the property upon which the stormwater Best Management Practice(s)
is required to be performed.
6. Violation-The failure of a developer, organization,property owner,or other
entity to be fully compliant with the City's Post-Construction Stormwater Best
Management Practice ordinance.
Section 2. Best Management Practices
Examples of structural stormwater Best Management Practice(s) include but are not
limited to:
Aaalication Benefit
Buffer Strips Provides additional distance between homes and natural
areas; attenuates runoff rates and promotes infiltration.
Created Wetlands Can move existing wetlands and re-create at a new
location.
Infiltration Trenches Attenuates runoff rates and promotes infiltration.
Naturalized Basins Attenuates runoff rates and promotes infiltration.
Sand Filters Allows additional water infiltration.
Stream Bank Reinforcement Reduces long-term erosion of stream banks.
Turf Reinforcement Mat Prevents rainfall from washing away plant seeds.
Vegetated Filter Strips Attenuates runoff rates and promotes infiltration.
Examples of non-structural stormwater Best Management Practice(s)include but are not
limited to:
Method
Education and enforcement campaigns
Educational and participation programs
Pollution prevention practices and procedures (street sweeping, fertilizer control, etc.)
Regulatory controls
Stormwater drain stenciling
Strategic planning
Town planning controls
Training programs
4
Section 3. Implementation
All redevelopment of previously developed properties and all development of previously
undeveloped properties shall incorporate stormwater Best Management Practice(s) into
the design, construction, operation, and maintenance requirements of those properties.
The final design of stormwater Best Management Practice(s) is subject to approval as
provided in Section 7 of these Standards. Said Best Management Practice(s) shall vary
based on specific characteristics of the property, and may include but are not limited to
grassy swales, disconnected impervious areas,minimization of impervious areas, green
roofs,naturalized stormwater basins, etc. All stormwater Best Management Practice(s)
shall be operated, maintained,or performed by the Responsible Party as necessary to
ensure that the intended function and/or benefit of the stormwater Best Management
Practice(s) is realized.
Proposed developments/re-developments shall submit a plan detailing specific
stormwater Best Management Practice(s), and shall include:
• A written or graphic inventory of the natural resources at the site and surrounding
area as it exists prior to commencement of the project and a description of the
watershed and its relation to the project site. This description shall include a
discussion of soil conditions, forest cover, topography,wetlands, and other native
or man-made vegetative areas on the site. Particular attention should be paid to
environmentally sensitive features that provide particular opportunities or
constraints for development.
• A specific analysis to show that the proposed stormwater Best Management
Practice(s) are capable of improving or maintaining the quality or stormwater
runoff from the site.
• A written description of the required operation and maintenance requirements for
compliance with proposed Best Management Practice(s).
Section 4. Inspections
1. All Responsible Parties shall adequately construct, operate,maintain and/or
perform the stormwater Best Management Practice(s) that have been incorporated
into the design of their property. Said stormwater Best Management Practice(s)
shall be subject to inspection by the City at least once a year. Responsible Parties
shall keep records of all maintenance and repairs, and shall retain the records for a
minimum of 5 years. These records shall be made available to the City during
inspection of the stormwater Best Management Practices) and at other times
upon request.
5
Section 5. Maintenance Agreements
I. All stormwater Best Management Practice(s)shall be subject to an enforceable
Maintenance Agreement to ensure that the system functions as designed. This
agreement will include any and all maintenance easements required to access and
inspect the stormwater Best Management Practice(s), and to perform routine
maintenance as necessary to ensure proper functioning of the stormwater Best
Management Practice(s). In addition, a legally binding covenant specifying the
parties responsible for the proper operation and maintenance of all Best
Management Practice(s) shall be secured prior to issuance of any building permits
or recording of plats of subdivision for the property in question.
Section 6. Previously Developed Properties
1. Most stormwater facilities inherently result in some improvement to stormwater
quality and meet the requirements of a stormwater Best Management Practice(s).
Such facilities shall be operated and maintained by the Responsible Party as
approved in their original design. No changes shall be made to tributary
conveyances, basins,or outfalls without specific approval from the City.
Section 7. Administration
1. The City Administrator or his/her designee shall be responsible for the general
administration of these standards and ensure that all development and/or
maintenance activities within the United City of Yorkville meet the requirements
of these standards. Specifically, the City Administrator or his/her designee shall:
a. Perform periodic site inspections of all properties that have stormwater
facilities to ensure compliance with this ordinance.
b. Meet with the Responsible Parties regarding construction, operation,
maintenance and/or performance of stormwater Hest Management
Practice(s) as necessary to ensure that they understand their
responsibilities regarding stormwater Best Management Practice(s).
c. At his/her discretion,issue a stop-work order requiring the suspension
of the subject development or activity if there is a violation of these
standards. The stop-work order shall be in writing,indicate the reason
for the issuance,and shall order the action, if necessary,to resolve the
circumstances requiring the stop-work order.
d. Arrange for city personnel or contractors to mitigate/repair any
damage to stormwater Best Management Practice(s)if the Responsible
Party does not perform the work within 60 days(or other timeframe
specified by the City) of written direction from the City to do so. The
cost of mitigation/repair and any related administrative or legal
activities shall be borne by the Responsible Party.
6
e. If the Responsible Party does not perform the work or reimburse the
City within the specified timeframe,the City Administrator or his/her
designee shall prosecute the Responsible Party through the
administrative adjudication process or other available means.
Section 8. Variances
1. If a Responsible Party feels that these standards place undue hardship on a
specific development proposal or property,the Responsible Party may apply
to the City Administrator for a variance. The City Administrator or his/her
designee shall review the applicant's request for a variance and shall submit
his/her recommendation to the City Council. The City Council may attach
such conditions to granting of a variance as it deems necessary to further the
intent of these standards.
2. No variance shall be granted unless the applicant demonstrates that all of the
following conditions are met.
a. An exceptional hardship would result if the variance were not granted.
Economic hardship is not a valid reason to grant a variance.
b. The relief requested is the minimum necessary.
c. The applicant's circumstances are unique and do not establish a pattern
inconsistent with the intent of the city's NPDES General Storm Water
Permit.
Section 9. Best Management Practice(s) Lien Claim
1. Lien Claim: All costs for work performed under Section 7.Ed of these
Standards are the responsibility of the Responsible Party. Whenever a bill for
such costs remains unpaid for thirty(30) days after it has been rendered,the
cleric may file with the recorder of deeds of Kendall County a lien claim. This
lien claim shall contain the legal description of the property, the costs incurred
and the date(s)when the work was performed.
2. Notice Of Lien Claim:Notice of such lien claim shall be mailed to the
responsible party at the last known address of such Responsible Party; provided,
however,that failure of the clerk to record such lien claim or to mail such
notice, or the failure of the Responsible Party to receive such notice, shall not
affect the rights of the city to collect for such charges as provided in this
section.
7
Section 10. Backup Special Service Areas
1. For properties that have back-up special service areas established or allowed by
agreement to fund maintenance of common areas,the city may activate said SSA to
collect un-reimbursed costs or to fund ongoing or future costs related to operation,
maintenance, or performance of stormwater Best Management Practice(s). Prior to
the activation of a back up special service area, notice shall be published in a
newspaper with circulation in the effected area.
Section 11. Conflicts
1. These standards do not repeal, abrogate, or impair any existing easements,
covenants, or deed restrictions. Where this ordinance and other easements,
covenants or deed restrictions conflict or overlap,whichever imposes the more
stringent restrictions shall prevail.
Section 12. Separability
1. The provisions and sections of these standards shall be deemed separable and the
invalidity of any portion of these standards shall not affect the validity of the
remainder.
8
Ordinance No. 2010-Ql-5
ORDINANCE AMENDING THE CODE OF ORDINANCES OF THE
UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS
TO PROVIDE FOR THE REGULATION OF ILLICIT DISCHARGES
AND CONNECTIONS TO THE MUNICIPAL SEPARATE STORM SEWER SYSTEM
BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville,Kendall
County,Illinois,that the City Code be and is hereby amended to add the following new Chapter 17 to
Title 8:
CHAPTER 17
PROVISIONS REGULATING NON-STORM WATER DISCHARGES
AND CONNECTIONS TO THE MUNICIPAL SEPARATE STORM SEWER SYSTEM
8-17-1: Purpose. The objections of this chapter are to provide for the health, safety, and general
welfare of the citizens of the United City of Yorkville through the regulation of non-storrn water
discharges to the municipal separate storm sewer system to the maximum extent practicable as
required by federal and state law. This chapter establishes methods for controlling the introduction
of pollutants into the municipal separate storm sewer system in order to comply with requirements of
the National Pollutant Discharge Elimination System (NPDES) permit process by:
(1) Regulating the contribution of pollutants to the municipal separate storm sewer system by
stormwater discharges by any user;
(2) Prohibiting illicit connections and discharges, as hereinafter defined, to the municipal
separate storm sewer system; and,
(3) Establishing legal authority to carry out all inspection, surveillance and monitoring
procedures necessary to ensure compliance with this chapter.
8-17-2: Definitions. For the purposes of this chapter,the following shall mean:
Authorized Enforcement Agency: Employees or designees of the Mayor of the United City of
Yorkville designated to enforce the provisions of this chapter.
Best Management Practices: Schedules of activities,prohibitions of practices,general good house
keeping practices,pollution prevention and educational practices,maintenance procedures,and other
management practices to prevent or reduce the discharge of pollutants directly or indirectly to
stormwater,receiving waters,or stormwater conveyance systems. Best Management Practices also
include treatment practices, operating procedures, and practices to control site runoff, spillage or
leaks, sludge or water disposal, or drainage from raw materials storage.
SMPP 5.5
r
Clean Water Act: The federal Water Pollution Control Act(33 U.S.C. § 1251 et seq.), as amended
from time to time.
Construction Activity:Activities subject to NPDES construction permits.These include construction
projects resulting in land disturbance of 10,000 square feet or more.Such activities include but are
not limited to clearing and grubbing, grading, excavating, and demolition.
Hazardous Materials: Anymaterial,including any substance,waste,or combination thereof,which
because of its quantity,concentration,or physical,chemical,or infectious characteristics may cause,
or significantly contribute to,a potential substantial hazard to human health,safety,property,or the
environment when improperly treated, stored, transported,disposed of, or otherwise managed,
Illegal Discharge:Any direct or indirect non-storm water discharge to the Municipal Separate Storm
Sewer System, as hereinafter defined, except as exempted in Section 8-17-5 of this chapter.
Illicit Connection: Any drain or conveyance,whether on the surface or subsurface,which allows an
illegal discharge to enter the Municipal Separate Storm Sewer System including but not limited to
any conveyances which allow any non-storm water discharge including sewage,process wastewater,
and wash water to enter the Municipal Separate Storm Sewer System and any connection to the
storm drain system from indoor drains and sinks,regardless ofwhether said drain or connection had
been previously allowed,pernnitted,or approved by an Authorized Enforcement Agency or,any drain
or conveyance connected from a commercial or industrial land use to the Municipal Separate Storm
Sewer System which has not been documented in plans,maps,or equivalent records and approved by
an Authorized Enforcement Agency.
Industrial Activity: Activities subject to NPDES Industrial Permits as defined in 40 CFR, Section
122.26 (b) (14).
Munici al Se crate Storm Sewer S tern: Publicly-owned facilities by which storm water is
collected and/or conveyed,including but not limited to any roads with drainage systems,municipal
streets,gutters,curbs,inlets,piped storm drains,pumping facilities,retention and detention basins,
natural and human-made or altered drainage channels,reservoirs, and other drainage structures.
National Pollutant Discharge Elimination System(NPDES)Storm Water Discharge Permit: Permit
issued by EPA (or by a State under authority delegated pursuant to 33 USC § 1342(b)) that
authorizes the discharge of pollutants to waters of the United States,whether the permit is applicable
on an individual, group, or general area-wide basis.
Non-Storm Water Discharge: Any discharge to the Municipal Separate Storm Sewer System that is
not composed entirely of storm water.
Person: Any individual, association, organization,partnership, firm, corporation or other entity
recognized by law and acting as either the owner or as the owner's agent.
Pollutant: Anything which causes or contributes to pollution. Pollutants may include,but are not
limited to: paints,varnishes,and solvents;oil and other automotive fluids;non-hazardous liquid and
solid wastes and yard wastes; refuse, rubbish, garbage, litter, or other discarded or abandoned
objects,ordinances,and accumulations,so that same may cause or contribute to pollution;floatables;
pesticides,herbicides,and fertilizers;hazardous substances and wastes;sewage,fecal coliform and
pathogens; dissolved and particulate metals; animal wastes; wastes and residues that result from
constructing a building or structure; and noxious or offensive matter of any kind.
Premises. Any building,lot, parcel of land, or portion of land whether improved or unimproved
including adjacent sidewalks and parking strips.
Storm Water: Any surface flow,runoff,and drainage consisting entirely of water from any form of
natural precipitation, and resulting from such precipitation.
Stormwater Pollution Prevention Plan: A document which describes the Best Management Practices
and activities to be implemented by a person or business to identify sources of pollution or
contamination at a site and the actions to eliminate or reduce pollutant discharges to a Storm
Drainage System, to the maximum extent practicable.
Wastewater: Any water or other liquid,other than uncontaminated storm water,discharged from a
facility.
8-17-3: Applicability: This Chapter shall apply to all water entering the Municipal Separate Storm
Sewer System generated on any developed and undeveloped lands unless explicitly exempted by an
authorized enforcement agency.
8-17-4: Responsibility for Administration: The City shall administer,implement, and enforce the
provisions of the Chapter.
8-17-5: Discharge Prohibitions:
A. No person shall discharge or cause to be discharged into the municipal storm drain system or
watercourses any materials,including but not limited to pollutants or waters containing any
pollutants that cause or contribute to a violation of applicable water quality standards,other
than storm water, except for the following:
(i) Water line flushing or other potable water sources, landscape irrigation or lawn
watering, diverted stream flows, rising ground water, ground water infiltration to
storm drains, uncontaminated pumped ground water, foundation or footing drains
(not including active groundwater dewatering systems), crawl space pumps, air
conditioning condensation, springs, non-commercial washing of vehicles, natural
riparian habitat or wet-land flows,swimming pools(if dechlorinated-typically less
than one particle per million chlorine), fire fighting activities, and any other water
source not containing Pollutants.
(ii) Discharges specified in writing by the City Engineer as being necessary to protect
public health and safety.
(iii) Dye testing if a verbal notification to the City Engineer is given prior to the time of
the test.
(iv) Any non-storm water discharge permitted under an NPDES permit,waiver,or waste
discharge order issued to the discharger and administered under the authority of the
Federal Environmental Protection Agency, provided that the discharger is in full
compliance with all requirements of the permit,waiver,or order and other applicable
laws and regulations, and provided that written approval has been granted for any
discharge to the storm drain system.
8-17-6: Prohibited Illicit Connections: The construction,use,maintenance or continued existence
of Illicit Connections to the Municipal Separate Storm Sewer System is prohibited, including,
without limitation, illicit connections made in the past, regardless of whether the connection was
permissible under law or practices applicable or prevailing at the time of connection.
8-17-7: Suspension of Municipal Separate Storm Sewer System Access:
A. The City may, without prior notice, suspend access to the Municipal Separate Storm
Sewer System when such suspension is necessary to stop an actual or threatened
discharge which presents or may present imminent and substantial danger to the
environment, or to the health or welfare of persons, or to the Municipal Separate Storm
Sewer System or waters of the United States. If the violator fails to comply with a
suspension order issued in an emergency,the Authorized Enforcement Agency may take
such steps as deemed necessary to prevent or minimize damage to the Municipal
Separate Storm Sewer System or waters of the United States, or to minimize danger to
persons.
B. Any person discharging to the Municipal Separate Storm Sewer System in violation of
this chapter may have access terminated if such termination would abate or reduce an
illegal discharge.The City Engineer shall notify a violator of the proposed termination of
its Municipal Separate Storm Sewer System access.
Municipal Separate Storm Sewer System access to premises terminated pursuant to this
Section shall not be reinstated without the prior approval of the City Engineer.
8-17-8; Industrial or Construction Activity Discharges: Any person subject to an industrial or
construction activity NPDES storm water discharge permit shall comply with all provisions of such
permit. Proof of compliance with said permit may be required in a form acceptable to the City
Engineer prior to the allowing of discharges to the Municipal Separate Stone Sewer System.
Section 8-17-9: Monitoring gfDischarges:
(a) The City Engineer shall be permitted to enter and inspect facilities subject to regulation under
this chapter as often as may be necessary to determine compliance. If discharger has security
measures in force which require proper identification and clearance before entry into its
premises,the discharger shall make the necessary arrangements to allow access to representatives
of the City.
(b) Facility operators shall allow the City Engineer ready access to all parts of the premises for the
purposes of inspection,sampling, examination and copying of records that must be kept under
the conditions of an NPDES permit to discharge storm water, and the performance of any
additional duties as defined by state and federal law.
(c) The City Engineer shall have the right to set up on any permitted facility such devices as are
necessary in the opinion of the Authorized Enforcement Agency to conduct monitoring and/or
sampling of the facility's storm water discharge.
(d) The City Engineer has the right to require the discharger to install monitoring equipment as
necessary.The facility's sampling and monitoring equipment shall be maintained at all times in a
safe and proper operating condition by the discharger at its own expense. All devices used to
measure stormwater flow and quality shall be calibrated to ensure their accuracy.
(e) Any temporary or permanent obstruction to safe and easy access to the facility to be inspected
and/or sampled shall be promptly removed by the operator at the written or oral request of the
City Engineer and shall not be replaced. The costs of clearing such access shall be borne by the
operator.
(f) Unreasonable delays in allowing the City Engineer access to a permitted facility is a violation of
a stone water discharge permit and of this chapter.A person who is the operator of a facility with
a NPDES permit to discharge storm water associated with industrial activity commits an offense
if the person denies the City Engineer reasonable access to the permitted facility For the purpose
of conducting any activity authorized or required by this chapter.
(g) If the City Engineer has been refused access to any part of the premises from which stormwater is
discharged, and he/she is able to demonstrate probable cause to believe that there may be a
violation, or that there is a need to inspect and/or sample as part of a routine inspection and
sampling program designed to verify compliance with this chapter or any order issued hereunder,
or to protect the overall public health, safety, and welfare of the community, then the City
Engineer may seek issuance of a search warrant from any court of competent jurisdiction.
Section 8-17-10: Requirement to Prevent. Control and Reduce Storm Water Pollutants by the Use of
Best Management Practices: The City has adopted requirements identifying Best Management
Practices for any activity, operation, or facility which may cause or contribute to pollution or
contamination of storm water,the storm drain system,or waters of the United States. The owner or
operator of a commercial or industrial establishment shall provide,at their own expense,reasonable
protection from accidental discharge of prohibited materials or other wastes into the Municipal
Separate Storm Sewer System or watercourses through the use of these structural and non-structural
facilities meeting Best Management Practices requirements. Any person responsible for a property
or premise,which is,or may be,the source of an illegal discharge,may be required to implement,at
said person's expense, additional structural and non-structural facilities to prevent the finther
discharge of pollutants to the Municipal Separate Storm Sewer System. Compliance with all terms
and conditions of a valid NPDES permit authorizing the discharge of storm water associated with
industrial activity,to the extent practicable,shall be deemed compliance with the provisions of this
section.
8-17-I1: Watercourse Protection: Every person owning property through which a watercourse
passes, or such person's lessee, shall keep and maintain that part of the watercourse within the
property free of trash, debris, excessive vegetation, and other obstacles that would pollute,
contaminate,or significantly retard the flow of water through the watercourse.In addition,the owner
or lessee shall maintain existing privately owned structures within or adjacent to a watercourse,so
that such structures will not become a hazard to the use, function, or physical integrity of the
watercourse.
Section 8-17-12: Notification of Spills: Any person responsible for a facility or operation, or
responsible for emergency response for a facility or operation has information of any known or
suspected release of materials which are resulting or may result in Illegal Discharges or pollutants
discharging into storm water, the Municipal Separate Storm Sewer System,or water of the United
States said person shall take all necessary steps to ensure the discovery,containment,and cleanup of
such release and immediately notify emergency response agencies of the occurrence via emergency
dispatch services. In the event of a release of non-hazardous materials,said person shall notify the
City in person or by phone or facsimile no later than the next business day.Notifications in person or
by phone shall be confirmed by written notice addressed and mailed to the City within three business
days of the phone notice. If the discharge of prohibited materials emanates from a commercial or
industrial establishment, the owner or operator of such establishment shall also retain an on-site
written record of the discharge and the actions taken to prevent its recurrence. Such records shall be
retained for at least three years.
Section 8-17-13: Ultimate Responsibility: The standards set forth herein and promulgated pursuant
to this Chapter are minimum standards; therefore this Chapter does not intend nor imply that
compliance by any person will ensure that there will be no contamination, pollution, nor
unauthorized discharge of pollutants.
Section 8-17-14: Enforcement: Whenever the City Engineer finds that a person has violated a
prohibition or failed to meet a requirement of this chapter,the authorized enforcement agency may
order compliance by written notice of violation to the responsible person in accordance with the
requirements of Chapter 14,Title I of this City Code.
The provisions of this ordinance are hereby declared to be severable. If any provision, clause,
sentence, or paragraph of this Ordinance or the application thereof to any person,establishment,
or circumstances shall be held invalid, such invalidity shall not affect the other provisions or
application of this Ordinance.
This Ordinance shall be in full force and effect from and after its passage and approval as
provided by law.
Passed by the City Council of the United City of Yorkville,Kendall County, Illinois,this
a Day of_ , A.D. 2010.
ATTEST:
C K
ROBYN SUTCLIFF � DIANE TEELING LAM
GARY GOLINSKI ARDEN JOSEPH PLOCHER�
WALTER WERDERICH MARTY MUNNS
ROSE ANN SPEARS GEORGE GILSON, JR.
Approved by me,as Mayor of the United City of Yorkville, Kendall County, Illinois,this
Iq _Day of 3AQu q y ,A.D.2010.
I�fi &"'
MAYOR
2348d ,r
AN ORDINANCE LF
PROHIBITING THE CONNECTION OF SANITARY SEWAGE AND INDUSTRIAL
WASTE WATER INTO STORM SEWERS AND OTHER HIGHWAY DRAINAGE SYSTEMS
BE IT ORDAINED, by the city of Yorkville, Kendall County, Illinois:
Se-ction 1 . It shall be unlawful for any person, firm or corporation,
or institution, public or private, to connect or cause to be
connected, any drain carrying, or to carry, any toilet, sink,
basement, septic tank, cesspool , industrial waste or any fixture or
device discharging polluting substances , to any open ditch, drain, or
drainage structure installed solely for street or highway drainage
purposes in the city of Yorkville.
Section 2. This ordinance is intended to and shall be in addition to
all other ordinances, State statutes, rules and regulations
concerning pollution and shall not be construed as repealing or
rescinding any other ordinance or part of any ordinance unless in
direct conflict herewith.
Section 3. Any person, firm, or. c p at' n violating this rdinance
shal l ben t e s s than 1 Dol Lars ($ a�, D� ) , nor
more tha �f-`p Dollars ($s I7. � ) for each offense, and a
separate offense s 11 be deemed committed for each and every day
during which a violation continues or exists .
APPROVED:
STATE OF ILLINOIS )
CITY OF YORKVILLE )
COUNTY OF KENDALL )
PASSED: 3 9� I , ��PsCrf� 1� 1IA) E. At-�S0!�--
NJczrch City Clerk in and for the city of
SIGNED. Yorkville hereby certify the
foregoing to be a true, perfect, and
complete copy of an Ordinance adopted
by the Yorkvill City Council t L s
meeting on
1994. MQrc.,17( o
(SEAL) Ci y Clerk
SMPP 5.6
8
STATE OF ILLINOIS )
) ss
COUNTY OF KENDALL )
ORDINANCE No, 2006- \23
ORDINANCE AMENDING CITY CODE
TITLE 7—PUBLIC WAYS AND PROPERTIES,
CHAPTER 5—WATER USE AND SERVICE,
SECTION 15—WATER CONSERVATION REGULATIONS
Whereas the United City of Yorkville has taken up, discussed and considered
amending the City Code (Title and Chapter as referenced above)regarding dissemination
of information, and
Whereas the Mayor and City Council have discussed that it may be prudent to
amend Title 7 —Public Ways and Properties, Chapter 5 —Water Use and Service, Section
15 —Water Conservation Regulations, by amending Item I as depicted on the attached
Exhibit "A".
NOW THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE
UNITED CITY OF YORKVILLE, upon Motion duly made, seconded and approved by a
majority of those so voting, that Title 7—Public Ways and Properties, Chapter 5 —Water
Use and Service, Section 15—Water Conservation Regulations,by amending Item 1 as
depicted on the attached Exhibit"A".
SMPP 5.7
This Ordinance shall be effective upon its passage.
JAMES BOCK � JOSEPH BESCO
VALERIE BURR � PAUL JAMES
DEAN WOLFER MARTY MUNNS u
ROSE SPEARS � JASON LESLIE
Approved by me, as Mayor of the United City of Yorkville, Kendall County,
Illinois, this o A day o , _ , A.D. 2006.
of
MAYO
Passed by the City Council of the United City of Yorkville,Kendall County,
Illinois this C-�A day oie,. ,A.D. 2006.
ATTEST.
CITY CLERK
Prepared by:
John Justin Wyeth
City Attorney
United City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
EXHIBIT A
TITLE 7—PUBLIC WAYS AND PROPERTY
Chapter 5—Water Use and Service
Section 15—Water Conservation Regulations
J. Restriction On Permanent Landscape Watering Systems Of Nonresidential Properties:
1. This subsection J shall apply only to nonresidential properties, and common and/or
open space areas of residential developments.
2. For this subsection J, a "permanent landscape watering system" shall be defined as
any system of pipes, sprinkler heads or similar devices installed underground to be
used to provide landscape watering.
3. Landscape watering upon nonresidential properties shall be limited as follows:
a. For properties with one building, a total area within the property not to exceed
one (1) acre may be watered by a permanent landscape watering system using the
City's potable water. This area shall be measured by the amount of non-impervious
surface on the property including all landscaped areas, lawn areas and greenspace
regardless of the size of the area initially planned to be irrigated.
b. For properties with more than one building, a total area within the property not
to exceed three(3) acres may be watered by a permanent landscape watering
system using the City's potable water. This area shall be measured by the amount
of non-impervious surface on the property including all landscaped areas, lawn
areas and greenspace regardless of the size of the area initially planned to be
irrigated.
c. For the common space and/or open space of a primarily residential development,
no permanent landscape watering system shall be allowed using the City's potable
water.
d. All permanent landscape watering systems permitted to use the City's potable
water shall be metered the same as domestic water service. No special meters will
be permitted.
4. The total area to be watered shall be measured as the area within reach of any
permanent device used to water Iandscape including, but not limited to, sprinkler
heads, hoses,trenches or similar devices to water landscape. (Ord. 200547, 5-24-
2005)
States of Illinois }
) ss
County of Kendall )
ao)l-
ORDINANCE No.
ORDINANCE AMENDING
UNITED CITY OF YORKVII,LE WATER CONSERVATION REGULATIONS
ORDINANCE NO. 2004-17
WHEREAS, THE UNITED CITY OF YORKVILLE, after careful consideration by the
Mayor and City Council, has determined it necessary to amend the Water Conservation
Regulations; and
WHEREAS, THE UNITED CITY OF YORKVILLE, after careful consideration by the
Mayor and City Council has determined that it is in the best interests of the community to amend
the Section 7-5-15 (I) Penalty in order to ensure the orderly and efficient enforcement of the
Water Conservation Regulations.
NOW THEREFORE BE IT ORDAINED BY THE UNITED CITY OF YORKVILLE;
that Section 7-5-15(I) Penalty is hereby revoked; and a new Section 7-5-15(I) is created to read
as follows:
1. Any United City of Yorkville inspector, employee, officer or citizen observing a
violation of Title 7 may file a complaint for violation of Title 7 by notifying the
United City of Yorkville Police Department.
2. Any person who or which violates, disobeys, neglects, fails to comply with or
resists enforcement of the provisions of this Article other than Section(3)(A)(3)
or Section(3)(F) above, shall be subject to penalties as provided in section 1-4-1
of this code in conjunction with the following provisions:
a. $50.00 for a first offense;
b. $125.00 for a second offense; and
C. $500.00 for each subsequent offense.
3. Within ten(10) days of receiving notice of such violation any person may pay at
the Office of the United City of Yorkville Water Department the fine.
4. The amount of any fine due pursuant to Title 7, for a violation of the provisions of
Title 7 occurring at a property in the City, if not paid as provided therein, a notice
to appear shall issue and upon adjudication of the matter and assessment of a fine,
the fine amount owed to the City shall be added to the bill for water consumption
for the property at which the offense occurred.
SMPP 5.8 1
Any Ordinance or parts thereof in conflict with the provisions of this Ordinance are
hereby repealed to the extent of such conflict. The various parts, sections, and clauses of this
Ordinance are hereby declared to be severable. If any part, sentence,paragraph, section of
clause is adjudged unconstitutional or invalid by a Court of competent jurisdiction,the remainder
of the Ordinance shall not be affected thereby.
IN WITNESS WHEREOF, this Ordinance has been enacted this 27th day of Nky, 2004.
PAUL JAMES MARTY MUNNS
RICHARD STICKA WANDA OHARE
VALERIE BURR ROSE SPEARS
LARRY KOT JOSEPH BESCO
APPROVED by me, as Mayor of the United City of Yorkville, Kendal County, Illinois,
this 27th day of 11 , 2004.
Mayor
PASSED by the City Council of the United City of Yorkville,Kendall County, Illinois
this 27t'day of,t 2004.
C Clerk
This Document Prepared by:
Law Offices of Daniel J. Kramer
1107A South Bridge Street
Yorkville, IL 60560
630-553-9500
2
United City of Yorkville
Ordinance No. cl )4- olO
Ordinance Amending
Water Conservation Regulations
Ordinance No. 2004-17
Text
TITLE 7 PUBLIC WAYS
CHAPTER 5 WATER CONSERVATION REGULATIONS
SECTION 7-5-15
7-5-15. Definitions. The following words and phrases when used in this Article shall, for the
purpose of this Article,have the following meanings:
Drip-Irrigation System: A soaking hose that when in use does not result in an actual
dissipation of Water.
Drip-Line: Pertaining to a tree or shrub, the ground area immediately beneath the
branches of the tree or shrub.
Landscape/Landscaping: Sod and seeded turf lawns, gardens, trees, shrubs, and other
living plants.
Permitted Hours of Water Use: A time period between 5:00a.m. and 9:00a.m., and
between 9:00p.m. and 12:00 midnight, each day.
Person: Any individual, firm,partnership, association, corporation, company,
organization, or entity of any kind.
City: The United City of Yorkville.
Water: The water provided by and obtained by a person from the City water supply and
distribution system.
A. Application
1. The provisions of this Article shall apply to all Persons using Water, and to all
properties within the City or unincorporated areas which are connected to the City's
Water supply and distribution system,regardless of whether any Person using the
Water has a contract for service with the City.
3
2. The provisions of this Article shall apply annually from May 1 through
September 30, subject to any modifications thereof, including application of
these or other regulations during this or any other time, by an Emergency
Proclamation issued pursuant to Section(1) below.
B. Restricted Hours and Days for Specified Uses:
1. Water may be used for landscape watering or the filling of swimming pools
only as follows:
a. All properties with even-number street numbers (i.e. numbers ending
in 0, 2, 4, 6 or 8) may use Water for landscape watering or for pool
filling, only on even-number calendar dates during Permitted Hours of
Water Use.
b. All properties with odd-numbered street numbers (i.e. number ending
in 1, 3, 5, 7, and 9)may use Water for landscape watering or for pool
filling only on odd-numbered calendar dates during Permitted Hours
of Water Use.
c. There shall be no restrictions as to hours or days when Water may be
used for any of the following:
a) Landscape watering or sprinkling where such watering or
sprinkling is done by a Person using a hand-held watering device;
b) pilling swimming pools with a volume of fifty (50) gallons or less;
c) The automatic watering of trees and shrubs by means of automatic
root-feed or Drip-Irrigation Systems within the drip line of the tree
or shrub; or
d) Vehicle and equipment washing; or
e) Any other lawful use of Water such as bathing, clothes washing,
and other normal household uses not otherwise specifically
restricted by the provisions of this Article.
C. Restrictions for Sod Laying and Lawn Seeding for New Lawns. Notwithstanding the
provisions of Section 8-3-3 above, the following special regulations shall apply:
1. Sod laying, lawn seeding, and the planting of other landscaping for the
establishment of a new lawn or new landscaping is prohibited from July 1 St
through August 31St each year unless the source of watering for said sod, lawn
seeding and/or planting of landscaping is derived from a private well,
imported water source or means other than any municipal water source.
4
2. From May 1"through June 30"' and from September I'through September
30th, Water may be used on new lawns (sod or seed), only as follows:
Prior to sod laying or lawn seeding, a Sod Watering Permit(Exhibit A) must be
obtained from the United City of Yorkville.
a. On the day new sod or seed has been placed on a property, a Person
may use an automatic sprinkling device to apply Water to the sod or
seed for a total period of time not to exceed eight(8) hours.
b. For the next nine (9) days thereafter, a Person may apply water to
said sod or seed each day during Permitted Hours of Water Use.
C. Following the first ten (10) days after the sod or seed is placed, the
provisions of Section 8-3-3 above shall apply.
3. Prior to the execution of any real estate contract for the sale of newly constructed
property, the builder or owner of such new construction shall:
A. Inform prospective purchasers of the restrictions upon the
installation of new lawns set forth in this Article;
B. Attach a Copy of these regulations to the contract; and
C. Obtain the signature of the purchaser(s) on a statement that he, she
or they has (have)been informed of the new lawn installation
restrictions set forth in this Article.
4. The applicant for a certificate of occupancy for any newly constructed property shall
submit as a part of his application, and as a condition of issuance of such certificate, a
copy of said signed statement. When an application for certificate of occupancy is
submitted prior to sale of the property, and the future occupant is unknown, the
applicant shall submit his signed statement that he shall comply with the requirements
of this Section at the time the real estate contract is executed.
D. Waste of Water Prohibited. No Person shall allow a continuous stream of Water to run
off into any gutter, ditch, drain, or street inlet while using Water for restricted purposes
during the Permitted Hours of Water Use.
E. Exceptions. The provisions of the article shall not apply any commercial or industrial
entity for which use of Water is necessary to continue normal business operations, or to
maintain stock or inventory. Provided, however,this exception shall not apply to any and
all uses of Water not essential to normal business operations or maintenance of inventory
or stock, and specifically shall not apply to landscape watering or pool filling.
F. Bulk Water Rates. Bulk Water rates shall be increased to three (3)times the non-resident
Water rate during the time described in Section 8-3-2 (B) above.
5
G. Hydrant Use Prohibited. Hydrants connected to the City water supply and distribution
system for the purpose of providing Water for fire fighting purposes shall not be opened
by any Person, other than authorized City or Fire District personnel, except for the
purpose of fighting a fire.
H. Emergency proclamation.
1. Whenever the Water supply of the City is diminished from any cause, including
but not limited to prolonged dry period, increased Water demand, equipment
failure, or Water quality concerns, to an amount which in the opinion of the City
Engineer or Director of Public Works is or is likely to become dangerous to the
health and safety of the public, the City Mayor is hereby authorized and
empowered to issue an Emergency Proclamation specifying different or additional
regulations on the use of water.
2. Such regulations may provide for limitations on the usage of Water, limitations on
days and hours of use of Water for some or all purposes, and the prohibition of
specified uses of Water.
3. Upon issuing such Proclamation,the City Mayor shall make the contents thereof
known to the public by posting a copy at the City Hall, and by new release to
local newspapers and radio media, and may also endeavor to notify the City
residents and other Persons in any other practical manner that he or she shall
devise. Further,the City Mayor shall immediately deliver notice of such
Proclamation, and the regulations that have been imposed by such Proclamation,
to all members of the City Council.
4. The Emergency Proclamation of the City Mayor, and the regulations imposed
thereby, shall remain in full force and effect until any one of the following shall
first occur:
a. The City Mayor determines that the emergency no longer exists and that
the Emergency Proclamation, and the regulations imposed thereby, shall
no longer continue in effect.
b. The City Council modifies or repeals the Emergency Proclamation, and
the regulations imposed thereby, by means of an ordinance enacted at any
regular or special meeting of the City Council
C. The first regular meeting of the City Council occurring more than 30 days
after the date of the Emergency Proclamation of the City Mayor.
5. Any City employee or officer may, at the direction of the City Mayor, notify and
warn any Person of the effect of said Emergency Proclamation and direct said
Person to comply with said watering or sprinkling restrictions. If any said Person,
after having first been warned about said restrictions of the Emergency
Proclamation, they shall be deemed to be in violation of this Article.
6
I. Penalty.
1. Any United City of Yorkville inspector, employee, officer or citizen observing a
violation of Title 7 may file a complaint for violation of Title 7 by notifying the
United City of Yorkville Police Department.
2. Any person who or which violates, disobeys, neglects, fails to comply with or
resists enforcement of the provisions of this Article other than Section (3)(A)(3)
or Section (3)(F) above, shall be subject to penalties as provided in section 1-4-1
of this code in conjunction with the following provisions:
a. $50.00 for a first offense;
b. $125.00 for a second offense; and
c. $500.00 for each subsequent offense.
3. Within ten (10) days of receiving notice of such violation any person may pay at
the Office of the United City of Yorkville Water Department the fine.
4. The amount of any fine due pursuant to Title 7, for a violation of the provisions of
Title 7 occurring at a property in the City, if not paid as provided therein, a notice
to appear shall issue and upon adjudication of the matter and assessment of a fine,
the fine amount owed to the city shall be added to the bill for water consumption
for the property at which the offense occurred.
7
Exhibit A
UNITED CITY OF YORKVILLE
800 Game Farm Road
Yorkville, IL 60560
Phone: 630-5534350
Fax: 630-553-7575
Sod Watering Permit
Name: Date:
Address:
Start Date: Ending Date:
Official Sod Watering Rules:
1. Sod laying, lawn seeding, and the planting of other landscaping for the
establishment of a new lawn or new landscaping is prohibited from July I"
through August 31" of each year unless the source of watering for said sod,
lawn seeding and/or planting of landscaping is derived from a private well,
imported water source or means other than any municipal water source.
2. From May 15` through June 30'h and September 1'` through the end of the
season, water may be used on new lawns (sod or seed) only as follows:
a. On the day new sod or seed has been placed on a property, a person may use
an automatic sprinkling device to apply water to the sod or seed for a total
period of time not to exceed eight (8) hours.
b. For the next nine (9) days thereafter, a person may apply water to said sod or
seed each day during permitted hours of water use.
c. Following the first ten (10) days after the sod or seed is placed, the provi-
sions of the Water Conservation Regulations Ordinance No. 2004-17
(copy attached) shall apply.
Signature of Responsible Party:
8
General NPDES Permit No.ILR40
11kno s Enwonrnenfel Prabcfion Agency
DMWon of Walar Poqution Control
1021 North(hard East
P.O.BW IBM
Sprhrgfiefd,Illinois 627"-5276
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
General NPDES Permit
For
Discharges from Small Munk ml Sellmrata Storm Sewer Systems
Expiradon Data: Mary h 31,2014 hew DaW: Fabnwry 20.2009
eflaaaw Doe: April 1,200e
in compkanoe wish the prumJo►s of the Ifths Environmental Protection Ad,to Illinois Polkrtion Conhd Board Rubs mid Regina =(35
in.Adm.Code,Su�ile C,Chapter 1)and the Clean Water Ad.the tk wing disd�erges may be autlrorf=sd by this penrdt in sworonft
with the conditions herein:
D ischarees of only storm water from Small mimk i,Ms Separate storm sewer systems,as defined end bribed he,-Wn. Storm water means
storm water nmoif,snow mefD runoff,and audw-*runoff acid drainage.
Receiving waters: Discharges may be authorized to any surface water of the State.
To reoeive authorization to discharge under this general pen*L a fedltr operator must submit an appfrcation as described in ft permit
conditions to the Illinois Environmental Protection Agency. Aulhorim0m,If granted,wll!be by fetter end IrKiode a copy of tfis pwWL
Alan iCaMar,P.E.
Manager.Permit Section
Division of water Pollution Control
It_R40.wpd
5.10 General Permit ILR40
Page 2 General NPOES Permit No,ILR40
coNT1Em-of THIS GENEIt K PERN1fT
PART 1. COVERAGE UNDER THIS PERMIT..............................................................................................................Pege 2
PART 11. NOTICE OF INTENT REQUIREMENTS........................................................................................................Pegg 3
PARTIII. SPECIAL CONDITIONS.................................................................................................................................Page4
PART IV. STORM WATER MANAGEMENT PROGRAMS............................................................................................Page 5
PART V. MONITORING.RECORDKEEPING AND REPORTING................................................................... ............Page 9
PART Vl. DEFINITIONS AND ACRONYMS ..................................................................................................................Page 10
ATTACHMENT H. STANDARD CONDITI ONS......................................................... ...................................................Page 12
PART I. MWIM UNRE THIS e9RWT
A. Permit Area
This permit covers all areas cf the Stale of Illinois.
B. Elty
1. This pernh authorizes discharges of storm water from small munklPel separate storm sewer systems(MS4s)as defined in 44
CFR 12228(b)(16)as deaignated for pam*authorlrsban pursuant to 40 CFRt 122.32.
2. Third pemtlt authorizes the following non-form water discharges provided they have been determined not to be substantial
contributors of potlutan%to a particular small MS4 applying for coverage under this permit:
water line and fire hydrant flushing,
• landscape Irrigation water,
• rising ground waters,
■ ground water infiltration.
• pumped ground water,
• discharges from potable water sources,(excluding wastewater discharges from water supply treatment plants)
• foundation drains.
• air coidilionk condensate,
• irrigation water,(except for wastewater Irrigation),
• Wrings,
• water fmm crawl space pumps,
• footlng 6*ns,
• storm sewer deanft water,
• welter from Individual residential car waahirp,
• routine oftemei hMdrQ washdown which does rat use deteMents,
• &wx from riparian halft is and wetlands,
• dedrlortnated pH neutral swimming pool d oluMes,
• residual street wash water,
• dlad>atges or flows from fire fighting activtdes
• dec hiortnated water reservoir discharges,and
• pavenront+waehwaters where spills or isake of toxic or hazardous materials have not oecumed(unless all spilled material
has been removed).
3. Any munic ip"covered by ails general permit is also granted automatic coverage under Permit No.ILR10 for the disetoge
of storm water associated with construction site adivilles for municipal construction projects disturbing are we or more.The
permittco is gra*rtsd automatic coverage 30 days alter Agency receipt of a Notice of intent to Discharge Storm Water film
Cionstruc im Site Activities from Ow pwffd tee. The Agency VA provide pudic notification of the construction site activity and
assign a unique pemmt number for each project durhrp this period. The parrdllee shall comply with all the requirements of
Permit ILRt0 for all such canstructim projects.
C. Urnitetions on Covereee
The following disd►arges are not authorized by this permit:
�.10 General Permit ILR40
PaV 3 Central NPDES Fier It No.ILIM
1. Storm water discharges that are mixed with non-sbrtn wallar or Mwm water assodalad with industrial activity LMIOU such
discharges are:
a. in compliance with a separate NPDES permit,or
b, identified by and in coInpliance with Pact I.B.2 of tins permit.
2. Storm water discharges that the Agency detsmrines are not apprvprW*covered by this general permit. This datemanation
may include discharges iftntified in Part 1.B.2.
3. Storm water discharges to any ra:eivin8 water sperNed under 35 Ili.Adm.Code 302.105(dx6).
D. Obtaining Authorization
in order, for storm waft.,discharges from small rtumicirpaf separate stone sewer r/aWms to be auttwr zed to diachairge under this
general permit,a dsdmargar must:
i. Submit a Notice of Intent(NO.)In aocordanoR with fire requirerroft cd Part 11 using an NOI form provided by the Agency(or a
photocopy fitiereot)or the appropriate U.S.EPA"ton.
2. Submit a new NOI in accordance with Part 11 within 30 days of a change in the operator or the addition of a new operator.
3. Unless notified by the Agency to the contrary, submit on NOI in accordance with Itre requirements of this psrm>il to be
authorized to discharga storm water from snail munscipai sepmab dtwm sewer sysMm underthe terms and conduit a of thfs
permilt 30 days after the data that on NOI is racsfred.The Agency may dwry coverage under this parrrdt and require submkW
of an appbcabon for an individual NPDES permit based on a review of,the ND;or other information.
A Deadlines for Notification
1 If yo.r wets automatically designated under 40 CF R 122.32(aXl)to obtain permit coverage.then you wary m qubW to submit a-m
NOl or apply for an individual permit by March 10,2003,
2. If you have coverage under the previous gererai permmit for stornrm water distdmargee from small MS4s,you must renew your
permit coverage under this part. You must submmll a NOI within 90 days of ft effective date of this reissued general perms!for
storm water discharges from small MS4s to renew your NPDES permit coverage.
3. If you are designated by IEPA under Section 122.32(aK2)dwimg pre tern of this general permit,then you are rasp NW to
submit an NOI within 183 days of such noboa.
4. You are not prndmlbitad from subnrfRhV an NOI after mimed dasdkm for NOI sub nithft. 0 a late N01 is submitted,your
authorization is only for discharges that oimur Aw psmdt Covemge is Dratted. IEPA reserves the right to take appropriate
enforcemert actions against M84o that hove not submitted a timety NOI.
a. Contents of Notice of Intent
Dischargers seeking coverage under this permit shat submit either the Ilbnois MS4 NO1 foam or the U.S.EPA M94 NOI form. The
Notices)of Intern shall.be skived in accordance with Standard Condf m 11 d1this pwn .and shall indude the following frforrnation
1. The street a:l dress,county,and the tarlitude and longitude of the mwdc pal office for which Ihs TKO cation is wbmit{ed;
2. The name,address,and telephone number of the operator(s)filing time NO]for permit coverage;
3. The name of the receiving water(s),their Impaimmania from any approved 303(d)flat and any appropriate TMDL or aitamste
water quality study.and
4. The foAawing aimed be provided as an attachment to the NOI:
a. a desrxfpdor o'.the bes:management practices(OMPs)to be Irnphm nted and ft measurable goals for 68th of the
storm water minimum control measures in paragraph iV.B.of this pest designed to reduce the discharge of pollutants
to the maximum extent practicable;
5.10 General Permit ILR40
Page 4 Goners)NPDES Prtmit No,ILR40
b. the month and year in which you Implemented any BMN of the sbc minlmurn control messtrres,and the ma W and yesr
in which you will start and filly kin lemenl any new minimum control measures or WKScate the frequency of the ate;
C. for existing parmittees,provide adequate Information or justftation on any BMPs from previous NOts that could not be
impiemartad;and
d. idenlAm aWn al a laces`qualiryiirrg program,or any partners of the program It any.
5. For existing petrn;•liees,certlficati4n that states the pe*mitlee has implemenled ne'ressary BMPs of thr sdx minis Vni contro;
measures.
C. AI;required information tar the NO]shall be submitted electronically to the following email and office a6dresses-
epa.ms4l3olDermft02ijhwI5.jLov
Illinois EnvkDnr ental Proteo ion Agency
Division of Water Pollution Control
Permit Section
Pant Office Box 18276
Springfield,Ilfhnois 627949276
D. Shared Responsibilities
You may partner with other MS4s to develop and implement your storm water managemard program.You may also jokntly vAxM an
NO1 with one or more MS4s. Each MS4 must fig out the NOI form_ The description o'your storm water manapemertt program must
clearly desc "when parrniftess are resporkslibl a for implementing each of fie control measures. Each pemmlam Is rgeponsibie for
implementation of Best Management Practices for the Storm Water Management Pragrmn within Its)urisdiclion.
PART I11. SPECIAL COf4M0NS
A. Your discharges.alone or in cornbinatlon with other sources,shall not cause or contribute to a violation of any applicable water
quality standard outlined in 35 II,,Adm.Code 302.
B. if there is evidence indicating that the stom'►water diacttiages authorized by this permit cause,or hhave the reasonable potential to
cause or eontrbM to a violation of water quality standards,you may be requked to obtain an Individual permit or an altemative
general permft or the permit may be modified to include different limitations andror requirements.
C. if a total maximum dairy load(TMDL)allocation or watershed management plan Is approved for any water body into which you
dW*arge,you must review your storm waiter management program to datermine whether the TMDL or walersteed management
plan includes regWrernerrfs forcontrol of storm water discharges. If you ara not nweb g theTMDL allorMww,you must rrhodfty your
storm water rnancq&ment program to hnpka nt the TMDL orwaUnhed mare* rnent plan w,eigt&aan rr c n hs of nMcow by
the Agency of the WX or watershed management plan approval.Whom a TMD.or watershed maragarner:plan is approved,you
"Wo-
S. Delartnine whether the approved TMDL is for a pollutant Hkety to be found in storm water discharges from your MS4.
2. Delarn*w whether the TMDL includes a pollutant waste load allocation (WLA) or other performance requiremarris
qmffsc&IW for storm water disdarge from your MS4.
3. Determine whether the TMDL addresses a flow regime likely to ooarr during partods of storm water discharge.
4_ After the deltermhations above have been made and If It is Found that your MS4 must Implement specific WLA prvAsions of
the TMDL,assess whether the WLM are being mat through irnpievmtation of exis ung storm wata-cool measures or if
additional control measures are necessary.
S. Docurrnent all Control measures currently being Implemented or planned to be irnplernerded to comply wqh TMDL w3st a load
ailocetk*Xs). Also include s schedule of implementation for ail planned controls. Document the calculations or other
evider"Ihal shows that the WLA will be mat.
C3. Desalt*and implement P monitoring program to ckdermine whether the storm water controls are adequate to meet the
WLA.
7. It the evaluation shows that additional or modified contrmi6 are necessary,describe the type and schedule for the control
additions/revWons.
i 10 Cwnengl Permit ii.R40
Page 5 General NPDES Pwmllt No. ILR40
B. Continue Paragraphs 4 above through 7 until two continuous monitft cycles Show that the WLAs are being mat or that
WO standards are being met.
D. If this permit is not reissued or replaced prior to the expiration data,It will be administnstively continued in accordance with the
Administrative Procedures Act and remain in force and effect Any permNtee who was granted permit ooverage prior to the
expiration date will abl ornatically remain covered by this continued pert until the earlier of:
1. Reissuance or repiacemenl of this permit,at which time you must comply with the Notice of Intent conditions of the new perrnit
to maintain authorization to discharge;or
2. Your submittal of a Notice of Temnlrmflon; or
3. issuance of an Individual permit for your discharges;or
4. A forrnal permit decision by the Agency not to reissue this general permit at which time you must seek coverage under an
alternative general pw mft or an Individual permit.
5. The permittee shall submit a revised or updated NOI to the Agency no later than 180 days prior to the expiration date of this
permit In order for permit coverage to be administratively continued.
E. The Agency may require any person authorized to discharge by this permit to ripply for and obtain either an individual NPDES psm*
or an alternative NPDES general permit. Any InteraAad person may petition the Agency to take action under this paragraph. The
Agency may require any owner or operator authortzed to discharge under this permit to apply for an individual NPDES permlt only K
the owner or operator has been nWfied In writing that a permit application Is required. This notice shall Include a brief statement of
the reasons for this derision,an applcation form,a statement setting a deadline for the owner or operator io fife the application,and
a statement that on the eflective data of 2w individual NPDES permit orthe attamalive ge noel pemdt as M applies to the individual
parmthas,coverage under this general peffrk shall automaticatiy terminate. The Agency may grant additional time to submit the
application upon request of the applicant. If an owner or operator falls to submit In a timely manner an Individual NPDES permit
application required by the Agency under this paragraph,them the applicability of this permit to the indvidual NPDES permittee is
automaitically terminated at the end of the day specified for application submittal.
F. Any owner or operator authorized by this permit may request to be axduded from the coverage of this permit by applying for an
individual permit The owner or operator shall submit an Individual application with reasons supporting the request,in socordance
with the requirements of 40 CFR 122.2x.to the Agency. The requestwill be granted by Issuing an Individual permit or an allemative
general permit it the reasons cited by the owner or operator are adequeGe to support the request.
G. When an individual NPDES permit is Wooed to an owner or operator otherwise suboct to this permit,or the owner or operator is
approved for coverage under an alternative NPDES general permit,the QPP*Ubft of this permit to Ure individual NPDES pmmMm
is automatically terminated on the Issue date of the individual permit or the date of approval for coverage under time alternative
general permit,whichever the case may be.
H. When an individual NPDES perdt is denied to an owner or operator otherwise subject to this permit,or the owner or operator is
denied coverage under an alternative NPDES general permit the applicability of this permit to the individual NPDES permittee is
automatically terminated on the date of such denial,unless otherwise specified by the Agency.
PTV
A. Requirements
The permfttee must develop,implement,and enforce a storm water management program designed to reduce the discharge of
pollutants from your small munidipal separate shim sewer system 101118 maximum extant practicable(MEP),to protect water quality,
and to satisfy the appropriate water quality requirements of the Illinds Pdtudon Control Board Rules and Regulations(35 III.Adm.
Code,Subtitle C,Chapter 1)and the Clean Water Act. Your storm water management prmoram must include the minimum control
messuros described In sectiom B of this Part. For now penNgess,ft permittee must develop and Implement a program by the dale
ape~In your coverage letter. The U.S.Environmental Protection Agency+s National Menu of Storm Water Best Management
Practices(h :1! b.e ovin es'stor wwaterlmenuofo index.cfm)and the moat recent version of the Illh»Ols Urban Manual
should be consulted regarding the selection of appropriate BMPS.
B. Minimum Control Measures
The 6 minlrnum control measures to be Included in your storm water management program ate:
1. Public education and outreach on storm water Impacts
The permittae must:
5.10 General Permit ILR40
Pop 6 General NPDES Permit No. ILR40
a. Implement a public education program to distribute educaliamal materials to the community or conduct equivaWM
outreach aClrVities about the Imps of storm water discharges on water bodies and the steps that the pubkcan take to
reduce pollutants In storm water runoff;the permfttse should Inoorporate into its education materials information about
green Infrastructure strategies such as green roofs,rain gam,rain barrels.Woswales,permeable piping,dry webs and
permeable pavement, that mimic natural prooesses and direct stain water to areas where it can be infiltrated,
evapotrarn#rsted or reused,discuss the benefits and coatis of such strategies and provide guidance tin the public on haw
to implement them;and
b, define appropriate BMN for this minimum control measure and measurable goals for each BMP. These measurable
goals must ensure the reduction of all of the pollutants of ooneem in your storm water discharges to the maximum extent
practicable.
2. Public Involvement/Participation
The permittee must:
a. at a minimum, comply with State and local public notice requirements when Implementing a public Involvement/
participation pmgram;and
b. define appropriate BMfas forthis minimum control measure and measurable goals foreach BMP,which must ensure the
reduction of all of the pollutants of concern In your atom water discharges to the maximum extent predicable.
3, illicit discharge detection and elimination
The pernittee must:
a. develop,Implement and enforce a program to detect and eliminate Illicit discharges Into your small MS4;
b. develop.if not already completed,a storm sewer system crap,showing the location of all oulfalls and the names and
location of all waters that receive discharges from those outfalls;
C. to the extent allowable under state or local law,effectively prohibit,thronigh ordinance,or othe.-regulatory mechanism,
non-slam water discharges into your storm sewer system end Implement appropriate enforcement procedures and
actions, Including enforceable requirements for the prompt reporting to the MS4 of all releases, spills and other
unpermitted discharges to the separate storm sewer system, and a program to respond to such reports in a timely
manner.
d. develop,implement,and adequately fund a plan to detect and address non-storm water discharges,including illegal
dumping,to your system;
e. inform public employees,businesses,and the gerwral public of hazards assodated with Illegal discharges and Improper
disposal of waste and the requirement and mechanism for reporting such discharges;
f, address the categories of non-storm water discharges Ilsted In Sectbn I.115_2 only if you identify them as significant
contributor of poliutarb to your small MS4(discharges or flows from the fire fighting activities are excluded from the
effective prohdAlon against non-storm water and need only be addressed where they are k%nb%d as significant swim
of pollutants to waters of the United States);and
g. define appropriate BMPs for this minimum control measure and measurable goals for each BMP. These measurable
goals must ensure the reduction of all of the pollutants of concern In your storm water discharpes to the max'rrwm extant
pradlcable.
h. conduct periodic(annual is recommended) inspections of the storm sewer outfells for detection of non-storm water
discharges and illegal dumping.
4. Construction site storm water runoff control
The permtttee must:
a. develop. Implement, and enforce a program to reduce pollutants in any storm water runoff to your small MS4 from
construction activities that result in a land disturbance of greater than or equal to one acre.Control of storm water
discharges from oonstructon activity disturbing less than one acre must be included in your program if that Construction
activity is part of a larger common plan of development or sale that would disturb one acre or more or has been
designated by the permitting authority.
Your program must include the development and implementation of,at a minimum:
x.10 General Permit ILR40
Pape 7 General NPDES Permit No.ILR40
I. an ordinance or other regulatory mechanism to require erosion and Sediment controls,as well as sanctions to
ensure comptiance,to the extent allowable urrwer alete or local low;
Ii. requirements for construction Site operators to Implement appropriate erosion and sediment contra! best
management practices,including green ire storm water management techniques where appropriate and
practicable;
iii. requirements for construction site operators to control waste such as discarded building malertais,concrete trucsc
washout,chemicals,Litter,and sanitary waste at the construction site that may cause adverse Irtrpacts to water
quality;
Iv. require all regulated construction sites to have a storm water pollution prevention plan that., the requirements
of Part IV of NPDES permit No.ILR10 including management practices,controls,and other provisions at least as
protective as the requiremerris contained In the Illinols Urban Manual,2002, or as amended Including green
infreoucture techniques whore appropriate and practicable;
V. procedures for site plan review which Incorporate consideration of potential water quality impacts and review of
indfvlduel pro-construction site plans to ensure consietency with local sediment and erosion control requlremwft;
vi. procedures for receipt and consideration of information EuluTOWd by the public:and
vii, procedures for elte Inspections and enforcement of control measures.
b. define appropriate BMPs for this minimum control measure and measurable goats for each BMP. These massurable
goals must ensure the reduction of all of the pollutants of concern In your storm water diacharges to the maximum extent
practicable.
5. Post-construction storm water management in new development and redevelopment
The permlttee must:
a. develop, Implement, and ardorce a program to address and minimize storm water runoff from now development and
redevelopment projects that disturb greater than or equal to one acre,including projects less than one acre that are part of
a larger common plan of development or sale or that have been designated to protect water quality,that discharge Into
your small MS4 within the MS4 jurisdictional control.Your program must ensure thal appropriate controls are In place that
would protect water quol ty and reduce the discharge of pollutants to the maximum extent practicable. In addition,each
permittee should adopt strategies[hat incorporate storm water Infiltration,reuse and evapotranspiration of storm water!rrto
the proONA to the maximum extent practicable;
b. develop and implement strategies which Include a combination of structural and/or non-structural BMPe appropriate for all
projects wlthln your community for all new development and redsvelopmentfhatwgl reduce the discharp ofpofhttants,the
volume and velocity of stoma water flow to the maximum extent practicable. When selecting BMPs to comply with
requtnoments contained in this Pert,the permttise should adopt one or more of the following general gtrategles.In order of
preference. Proposal of a strategy should include a rationale for not selecting an apprOSch from amor g#me with a higher
preference. When approving a plan for development,redevelopment,highway construction,mefntenarroe,replacarrrent or
repair on existing developed sites orolher landdishnbhtg activity covered under this Parl,the pwmffl a should require the
person responsible for that activity to adopt one or more of these strategies,In order of preference,or provide a rationale
for Selecting a more preferred strategy.
1, preservation of the natural features of development sites,Including natural storage and Infiltration characteristics;
Ir. preservation of existing natural streams,channels,and drainage ways,
Iii. minimization of new Impervious surfaces;
iv. conveyance of storm water in open vegetated channels;
v, construction of structures that provide both quantity and quality control,with structures serving rnuldpte sites being
preferable to those serving individual sites; and
A. construction of structures that provide only quantity control,with structures serving muttiple slim being preferable
to those serving individual sites.
5.10 General Permit ILR40
paw B General NPDES Permit No.iLR40
C. deveop and implement a p-agrarn to rnininize the volume of storm water,runoff and pollutants from public highways,
streets,roads,peridng lots and sidewafks(puib4ic surfaces)through the use of BMPs that alone or in combination result in
p4ysira;,chamica'or biolopiaal pollutant load reduction,inaeased Infdtrejw.evepohanspiraban and reuse o`storm watw.
The program shall inducts,but not be limited to the follc+Mng elements:
i• appropriate training for all IAA employees who manage or am directly involved in(or who ruin others who manage
or are directly rnvo`ved in) the routine maintenance, repair or replacement of publi: surfaces in cum" greens
infrastructure or love impact design techniques applicable to such projects.
ii. appropriate training for all contractors retained to manage or carry out rmfine maintenance,repair or repko+m ment of
publi-, surfaces in currant green infrastructure or low impact design techniques applicable to such projects.
Corrtraao z,may provide training to their employees for vine is vdich include green infraWwAure or kyw impact
ftsign techniques-
d. develop and Implement a program to minimize the volume of storm water runoff and poUuW is from existing privately
owned developed property that contributes storm water to the MS4 within the MS4 jurisdictional control. Such program
may ooi In the following elements;
i. source identificadon,-eslablistunent of an inventory of storm water and pdiulara
discharged to the MS4
ii. Implementation of appropriate BMPs to accomplish the following:
A. education on green iMrestructum BMPs
H. identify a relevant set of BMPs for at depsibmr fs
C. evaluation of atoting(food control hm;hr lues to determine the feasibility of
pollution control retrofits
D. Implementation of additional controls for special events expected to
generate signlficanl pollution(fairs,p rades,performances)
C implementation of appropriate maintrenance programs,lactuding maintenance
agreements,for structural.pollution corntrol devices or systems
F. management of pesticides sod fertilizers
G. street cleaning In targeted areas
e, use are ordinance or othee regulatory mechanism to address post-construction runoff from rein• development and
redevelopment protects,public surfaces and existing developed property as set forth above to fie exterl ak%ralk under
stale or local lour,and
f. repair$ all regulated construction sites to have post-construction management plans that meets or exceeds the
requirements of Section IV(DX2Xb)of NIPDES permit No.11.1110 InGuding management prectk;es,controls,and other
provisions at least as protective as the requirements cordained in the Illinois Urban Manual,2002;
g. ensure adequate long-term operation ant molnieneroe of BMPs;and
h. defuse appropriate BMPs for this minimum control measure and measurable goals for each BMP. These measurabls
goals must ensure the reduction of all of the pollutants of concern M your storm water discharges to the ra*murn extent
practicable.
fl.. Pollution preventionlgood housekeeping for munlcipa:operations
ThE perminee must:
a develop and implement an operation and mairdenance program that includes a training comporert and is designed to
prevent and reduce the discharge of pollutants to the maximum extent practim ble;
b. using training materials that are available from EPA.the slate cd Illinois, or other orgardzstions, your program must
include ernployse training to prevent and reduce storm water palliation from activities such as park anti open space
maintenance,fleet and building malrrlenance,operation of storage yards. snow►disposal.new oorrAmxZon and land
disturbances,and storm water system maintenance procedures for proper domeal of street cleaning debris end catch
basin material,address ways that flood manegernent projects Impact water quality,non-point source pollution cordrol,
green infrastructure controls,and aquatic habitat;and
C. define appropriate BMPs for this mWmum control rneasure and measurable goals for each BMP. These measurable
5.10 General Permit ILR40
PagE a General NPDES Permit No. ILR40
goals must ensure the reduction of all of the pollutants of concern In your storm water discharges to the maximum extant
practicable.
C. Qualifying State,County,or Loca!Program
if an existing qualifying local program fequires you to Implement one or more of the minimum control measures of B.sbrrve,you may
follow that qualifying program's requirements rather than the requireements of B.above. A qualifying local program is a local,county
or slate municipal storm water management program that imposes,at a minimum,the relevant requirements of Section B. Any
quatifymp local programs that you Intend to follow shall be specified in your storm water management plan.
D. Sharing Responsibility
1. Implementation of one or more of the minimum measures maybe shared with another entity,or the entity may fully take overthe
measure, You may rely on another entity only If.
a. the other entity,In fart,implements the conbol measure;
b. the partiuxrtar control measure, or component of that measure Is at least as stringent as the corresponding pwmft
requirement;
G. the other entity agrees to Implement the control measure on your behalf. Written acceptance of this obligation is
expected. This obligation must be nmintalned ss part of the description of your storm water management program. If the
other entity agrees to report on the minimum measure,you must supply the other entity with the reporting requirements
contained in Section V(C)of this permit. If the other entity fails to impierneni the controf measure on your behalf,then
you remain liable for any discharges due to that falure to Implement.
E. Reviewing and Updating Storm Water Management Programs
1. Storm Water Management Program Review: You muel do an annual review of your Stone Water Management Program In
conjunction wrth preparation of the annual report required under Part V.(C).
2. Storm Water Management ProV.ram Update: You may change your Storm Water Management Program during the life ofthe
permit in accordance with the follaMng procedures:
a. changes adding (but not subtracting or replacing) Components, controls, or requimments to the Storm Water
Management Program may be made at any time upon written notification to the Agency;and
b. changes replacing an ineffective or unfeasible BMP specifically Identified in the Storm Water Management Progromwith
an aftemate BMP may be requested at any time. Unless denied by the Agency,changes proposed in ecoordence with
the criteria below shall be deemed approved and may be Implemented 60 days from submittal of the request. If request
is denied,the Agency will send you a written response glving.a reason for the decision. Your modification requests must
Include the following:
i. an analysis of why the BMP Is Ineffective or infeasible(Including cost prohibitive):
ii. expectations on the effectiveness of the replacement BMP;and
iii. an analysis of why the replacement$MP Is expected to achieve the goals of the BMP to be replaced.
C. changes replacinp or rnodifyirrg any ordinances relative to the storm water management program:
d. change requests or notifications must be made in writing and signed in accordance with Standard Condition II of
Attachment H.
3. Storm Water Management Program Updates Required by the Agency. The Agency may require changes to the Storm Water
Management Program as needed to:
a, address impacts on receiving water quality caused,or contributed to,by discharges Iram the municipal separate storm
sewer system;
b. include more stringent requirements necessary to comply with new federal statutory or regulatory requirements;or
C. include such other conditions deemed necessary by the Agency to comply with the goals and requirements of the Clean
Water Act.
x.10 General Permit ILR40
Pop 10 General NPDES Pettrnit No.ILR40
d, changes requested by the Agency must be made in writln0,set forth the time schedule for you to develop the changes,
and often you the opportunity to propose al'temative program changes to meetthe objective of the requested rnodificatlon,
All Changes required by the Permil ng Authority will be made in accordance with 40 CFR 124.5,40 CFR 122.62,or eg
appropriate 40 CFR 122.53,
P9 IY MONITOMNG.RECORDKEEPIN6 AND REPORTING
A. Monitoring
The permittee must evaluate program compliance,the appropriateness of your Identified best Management practices,and progress
towards echleving your Identified measurable goals,which must include reducing the discharge of pollutants to the maximum exient
practicable WEP). Monitoring shat include at least annual monitoring of receiving waters upstream and downstream of the MS4
discharges,use of indicators to gauge the effects of storm water discharges on the physicaftbitet-related aspects of the receiving
walem.andlor monitoring of the effectiveness of BMPs.
B. Recordkeeping
The pemdtlee must keep records required by this permit for the duration of this perrnit. All records shall be kept onsits or locally
avattable and shall be made ecceWble to the Agency for review at the time of an on-efts Inspection. Except as otherwise provided
Ire this parmH,you must subrrA your records to the Agency only when specifically asked to do so. You must post your notice of
Intent(NOI),your storm water management plan and yourannual reports on yourwebslie. You exist make your records,including
your notice of Intent(NOI)and your storm water management plan, oval"to the public at reasonable times during regular
business hours within 10 wonting days of Its approval by the permiltting authority. (You may assess a reasonable charge for copying.
You may require a member of the public to provide advance notice,not to exceed seven working days.) Storm semmr maps may be
withheld for sec olty reasons.
C. Reporting
The permhtee must submit annual reports to the Agency by the fact day of June for each year that this permit Is in affect. If the
pemnittee maintains a website,a copy of the annual report shall be posted on the webslte by the first day of June of each year. Each
report shatl cover the period from March of the previous year through March of the current year. Your report must include:
1. The status of compliance with permit conditions,an assessment of the appropriateness of your identified best management
practices and progress towards achieving the statutory goal of reducing the discharge of pollutants to the MEP,and your
Identified measurable goats for each of the minimum control measures;
2. Results of Information collected and analyzed,Including monitoring data,9 any.during the reporting period;
3. A summary of the storm water activities you plan to undertake during ft next reporting cycle(including an implementation
schedule);
4. A change in any identified best management practices or measurable goals that apply to the program elements;and
5. Notice that you are relying on another government entity to satisfy some of your permit obligations(if applicable).
6. The annual reports small be submitted to the following email and office addresses: epe.msdannualinsp Illinois. ov.
Illinois Environmental Protection Agency
Division of Water Pollution Control
Compliance Assurance Section
Municipal Annual Inspection Report
1021 North Grand Avenue East
Q.O.Box 18276
Springfield, Illinois 62794-9276
PART Vi. DEFIN11 ONS AND ACRt MIP(SEE ALAO SPECIAL COND111"11ONS)
All defintlions contained M Section 502 of the Clean Water Act,40 CFR 122,and 35 III.Adm.Code 309 shall apply to this permit and are
Incorporated herein by reference.For convenience,simplified explanations of some regulatimyAbhrtory definitions have been provided.but
in the event of a conflict,the delinitio n found In the statute or regulation takes prec edenCe.
Best Manerpemer,f Practices (BUPs) means structural or nonstructural controls, schedules of activities, prohibitions of practices,
maintenance procedures,and other manager. nl practices to prevent or reduce the pollution of waters of the stele. BMPs also include
treatment requirements,operating procedures,and practices to control runoff,spillage or leaks,sludge or waste disposal,or drainage from
raw material storage-
5.10 General Permit ILR40
page 11 General NPDES Permit No. ILR40
BMP is an acronym for`Best Management Practices."
CPR is an acronym for'Code of Federal Regulations.'
Control Alleeswe or,used in this permit,refers to any B"Management Practice or other method used to prevent or reduce storm water
runoff or the discharge of pollutants to waters of the State.
CWA or The Act means the Clean Water Act(formerly referred to es the Federal Water Pollution Control Act or rederal Water Pollution
Control Act Amendments of 1972)Pub.L.92-500,as amended Pub,L.95-217, Pub.L.95-576,Pub.L.96483 and Pub. L.07.917,33
U.S,C, 1251 et_seq.
Dlacf+sMe,when used without a qualifier,refers to discharge of a poilutant as defined at 40 CFR 122.2.
Groom lnlrashvcture means wel weather monagerrhent approaches and technologies that utilize,enhance or mimic the natural hydmkhgic
cycle processes of infiltration,evapotranspiration and reuse. Green Infrastructure approaches currently In use Include green roofs,trees
and tree boxes,rain gardens,vegetated smkales,pocket wetlands,Infiltration planters.porous and permeable paverr Terris,porous piping
systems, dry wells,vegetated median strips, reforestatfoNnevagete lon, rain barrels and cietama and protection and enhancement of
riparian buffers and fioodplains.
llllclt Caurnecdvn means any men-made conveyanoe tormacting an Illicit discharge directly to a municipal separate storm sewer.
lrllcff Dls~is defined at 40 CFR %V,26(b);2)and refers to any discharge to a municipal separate storm sewer that Is not composed
entirely of storm water,except disdhargea a uthor.ixed under an NPDES permit(othert am the NPDES permit for discharges from the MS4)
and discharges resutting from Are fighting activities.
MEP is an acronym for"Maximum Extent Practicable;the technology-based discharge standard for Municipal Separate Storm Sewer
Systems to reduce pollutants in storm water discharges that was established by CWA Section 402(p). A discussion of MEP as it applies to
small MS4s is found at 40 CFR 122.34.
MS4 is an acronym for'Municipal Separate Storm Sewer System"and is used to refer to a Large,Medium,or Small Municipal Separate
Storm Sewer System(e.g. 'the Dallas MS4'). The term Is used to rotor to elthar the system operated by a single entity or a group of
system,within an area that are operated by multiple entities(e,g.,the Houston MS4 Includes MS4s operated by the city of Houston,the
Texas Department of Transportation,the Harris County Flood Control District,Harris County,and others).
Munlclpal5aparsfQ Storm Sew+eris defined at 40 CFR i 22.26(bX8)and means a conveyance or system of conveyances(Including roads:
with drainage systems,municipal streets,catch basins,curbs,ginrs,dif:ehes,man-madethannels,or stomp drairms):(1)Darned or operated
by a Stats,city,town,borough, county, parish,district,association,or other public body(created by or pursuant to State law)having
jurisdiction over disposal of sewage,industrial wastes,storm weber,or other waafes,Including special districts under State law such as a
sewer district,flood control district or drainage district.or similar entity,or an Indian tribe or an authorized Indian tribal organization,or a
designated and approved management agency underSecdon 2013 of the CWA that discharges to waters of the United States;(0)Deeigned
or used for collecting or, conveying storm water, (Iii)Which Is not a combined sewer, and(tv)Which is not part of a Publicly Owned
Treatment Works(POTW)as defined at 40 CFR 122.2.
NO[Is an acronym for'Notice of Intent"to be covered by this permit end is the mechanism used to'rogislee for coverage under s general
permit.
NPDES Is an acronym for'National Pollutant Discharge Elimination System'
Outfall is defined at 40 CFR 122.26(by,9)and means a point souroe as defined by 40 CFR 122.2 at the point where a municipal separate
storm sewer discharges to wakens of the United States and does not include open conveyances connecting two municipal storm sewers,or
pipes,tunnels or other cmveyanees which conned segments of the same stream or other waters of the United States and are used to
convey waters of the United States.
Owner or Operatoris defined at 40 CFR 122.2 and means the owner or openstor of any"facility or activity'subject to regulation under the
NPDES program.
Permlf ing Aufhodty means the Illinois EPA.
pWn}Source Is defined at 40 CFR 122.2 and means any discernable,confuted and discrete conveyance,inducing but not limited to,any
pipe,ditch,channel,tunnel,conduit,well,discrete fissure,container,rolling stock,ooncentraW animal feeding operation,landfill leachate
collection system,vessel or other floating craft from which pollutants are or may be dW lharged. This tern does not Include return flows
from irrigated agriculture or agricultural storm water runoff.
Qualffying Local Program is defined at 40 CFR 122.34(c)and means a focal,state,or Tribe'municipal storm water management program
that imposes,at a minimum,the relevant requirements of paragraph(b)of Section 122.34.
5.10 General Permit 1LR40
Pals 12 General NPDES Permit No. ILR40
Small Municipal Separate Storm Sewer System is defined o<40 CFR 1222WbXIG)and refers to all separate storm sewers that are
owned or operated by the United States,a State jsic],city,town,borough,county,parish,district,association,a other pub!iW body(cr aEed
by or pursuant to State[slc)law)having jurisdiction over disposal of sewage,industrial wastes,storm crater,or other wastes,including
special districts under State Ww such as a sewer district,flood Control district or drainage distract,or similar enttty,or an Indian tribe or an
such And Indian tribal organization,or a designated and approved management agency under Saclion 208 ofthe CWA that discharges to
waters of the United States,but is not defined as'large or`medium"municipal separate storm mverFystsm.This term includes systems
strider to separate storm sewer systems in municipalities, such as systems at military bases,large hospital or prison complexes,aW
highways and other thoroughfares.The term does not include separate storm sewers in very discrete areas,such as individual buildings.
Storer waear Is defined at 40 CFR 122.26(bK13)and means storm realer runoff,snowmeft runoff,and surface runoff and dminag€.
Storer WaterManagement Program(SW UP)refers to a compmheqsive program to manage the quality of storm water-discharged from
the municipal separate storm sewer system.
SWARP is an acronym for'Storm Water Management Program.'
TKOL is an acronym for'Total Maximum Deity Load'
Wdars(also referred to as waters of the state or receiving water)Is defined at Section 301,440 of Title 35:Subtitle C.Chapter I of the
Illinois Pollution Control Board Regulation and means all accumulations of water,surface and underground,natural,and artiltcW,public
and private,or parts thereof.which are wholly or partially within,flow through,or border upon the Stela of Illinois,except that sewers and
treatment works are not included except as specially mentioned;provided,that nothing hereln oontalned shall authoriaethe use of natural or
otherwise protected waters as sewers or treatment works except that In-sliream aeration under Agency permit Is atlowabie.
"You"and"Your"as used in this permit is intended to refer to the permutes,the operator,ortee discharger as the context indicates and
that party's responsibilities(e.g.,the city,the country,the flood control district,the U.S.Air Force,etc.).
IL R40T ML—F INAL
i.10 General Permit ILR40
Pape 13 General NPDES Permit No. ILR40
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USEPA means the United Syaw Emil mf moft'Prolacti n kee icy. sates mbb br modifying, mdit end m eaft,or tynre waM We,sunk w to
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t'r po!Wumd dtarierU bleu tht dAy. Prof poltrAan4 w1M I imbIli u espreeurd In ether un11s of Agowy.Wont pse<bafetarf vedertliela rand felts dbaarterda q ray be hga�ed by
measurements,the hilly ft-c b.'p"'is wlouieled w to average maasusrw t d ft pduwd bw,b:
overlie day.
(a) Enlist Won die permMlas's promises wham a napAkad bcft aracting Is lotxled or
Mnrbrwrn Daily Discharga Lkrrlliedw(daI!y mutimum)mum ptd 1a20 teb akwabie da!y Mwk9af,or whim.mcorOr mwt be kspl under on Oorrdklare al He pmfnk;
dlaehwpe.
(b) Haut boma to arid copy;k 1eaaDriabl0 limas,any reoorde 0w.moat bE%W trade°
Averaga ktarrhly Dledtape LIMN ON (30d1y►v0fW)nr;rat 1hE 0` bra aedobrgolf"pdmdt;
dary 6*0wrW over a,dada!mesh.asb ded as de aqua of all daily ois&-•gas nwvAxed
,,ring a cawon-month dMded byUte rrwoW of dory disatarpss mosour d ow"p►s1 morba (c) krtpsq al any hcftru,tqj!;M"(IMwing monitoring arwoollb
agWpara rat).praId- cwapvmbm mgLdoW or rsquimd urvior Ws pamix.and
Avereoe We&*Discharge UnI aden(7 day average)mans Mw hipt"ekowabke avww of
easy dlschargas over a aalerrds'west..tAlUd fed es clad an CO SO dah f dutslrrgin unsound (d) Sample ormo dloral raeeonabb pose,forum puppse of PaWA G penrdl W"*Gw tw.
,jjn%a metewa•week dMdW by the number or delly diadwrgas measured dhrsg thel week or as absrwia auCr eked by the Ack■W submenoes or P"wd rs a any Ioeell a
Best hlarpoerrmt Praefl ss(611APE)MGM edtedAn or aWwMao.profrittItians of pracoees 110) MonkorIM and rwarda
malrtterenoe pracedwes,and oohsr rtumaltemraK practfat to pra+ronl or roduCt 1h!pol7hrlivn o'
rake d pte Sadie. DWI$also IrrArde 6ealrnec!regUORMenrs.00ereM2 VD06 M.and (e) Somplas and masauemw% town So: pte p,rpeei o! edriomp shaft be
trse m central ptvat efbe runoff.Wispe or lealw,s>,dye orwastt depowl.a,a4haW from ropiwontatim of Be rn m*,wsd ectn*
ant rwrrw$Wivrr
(b) The pe+m+ides de►rehm records W oU m onitodn k*mnann,im.,ldatp sO t&mkion
kliquot me"e,sar+Kat a speOod voL—used W nukxe e;.a MI aomposhe sample. and roplift ow raw , and tl ,rip strip dept.0000 br oortfnuous
inan"trtp Inimimwtfiatbn,copies oral mpord requkW by this pwmlL and nawoa of
5rab Bamph means on WW"I gmPta Of of seek1 1 W*011 •s corlrr;6td al r is+tdornly allow um localow tnR 1;$I, lic her va pen, br a prsiod of etmen3 yr as
jek4ad writ ova•a paned rd aweednG 15 mhAss him pe We afrM POP maaauaMM report Or 01:11W k4, TAM period may bb
erlen6W by reawad of IM Agency wt afy tine,
m i4wr Campoau*Bemple meant a ocmWnatwn of nu btaa!sample aliquots W a:teas,100
waaaers eoMaasd in peritrdre 00M Is dwing the"oth hourr Ot s lw A v over a 74•mar ft} Remo ft of mo ii1ell p nrormsntlon arts,ktclltde:
Mliod
(1) The dose.waclpWoe,and"cfumWQvrnteesurosnerts.
I Hour Composed Svc*@ magna a conbinatian of V.IFahif 2 tb*avyuofs 01 Al.qut 94V
?Alden Oo0eaatl al perky kierram dump pr aperi flap Inure a!a fw-*y Dw an&hex (2) The kttihadael(s)wtio pefle+med alas umparg a maMwfwrtinta;
"nod
(3) THe drbe(a)*nayaea rusts petforned.
etpyy Praporlbna!Gantpoeks bampk maa�e a centhvtbn O!samtpk eyquols W al keEt 900
haft"c colltrlsd a!periodic h6 rats WChthM ektw prtWw IrW%x bwwev Dace oll4w edits (4) Tire Irdhadualia)who perforrrrsd fit a+elysws
4W"ce each akquot k p quo wrml to alder On loam Aan•,'the time or saWwV or ft tad
hrnsam fbw elms pit ooMedan Of the Nov"sipuml (s) Tbt ans"cal We niques or maCnds wed.am
(1) Duyto compy.Tht pnmlMee must cwnplywrh d cwWlkm lit thh.p&mN tiny prenr (f) The twkft d such aturyses.
no,mmpkenme owwkHaa a vdo Ww or the Act and Is Grouds for er0owamertt dcwn.
pia-mil b*rnnatwns rehrodidion end nbwwnea,MWIfica;lou,o W drhiatory p"o1 ner_ral (d) klDnllm*V must bt omndraasd eocardkhp w tea:promedures apprvno wpoor 4o crh
apptrea0on The pwtrllll�n shat corm*WM dkort mnderda or preht-Ilion sndbkdra Pert 136,ants mbW%g prodsdurrs tevt been ;emfiad In 1t6 perm[ Wimue no
trader Shoo,30T(s)of pia Gdan WOW Ad for taut P*AOrbs w'iNia IN 6mt provided b Slid procedure under 40 CFR Pad 196 has bees appreved,the pamrtlsc must submi
Iht''mvArik rs yeti esumvi thew hdar&M&or pants-Aerie,a veP Klee prmM has not yN to the APMCy a lest ms4tod for approval Tie,-,ride sf'e1 ralbrab laid poll f x.,
boon mWffad In rimM)RIMS the fegr%eataRlL r-siarmttos prbc[drasa on as moMorktQ Ord wlylitrtl ktatlrpsrradYat lad Iup els b
from soturaty of measvemsrbs,
(2) Duty to mwily.If doe PM n! w W to ocnfrrm aA eovlh'aephrlsred by bta omits ofmr
Iht exptrban doh Of this perm►the pam eft mull zjp?`)Izir and oblaii s new,&row If (11) SiQh4m"maquitumerL AM oWlienbwa,r-ports or infumalom subMMW to phi AWs cy
Ire pefntktso submits a properapplli sa mquhad by 1hE Agewy nb der roan 1Ft0 days sere[be 022 and CdRi[Md
Mw in the esplraOor dad,rhea pnmk 00 combrtde in Ow karoe will ofdcl ur"the tar'
Agent delusion on the*ppUawMn has been mods. (e) Applkapon.AM pemo avescaborts shall be m*W as*Av ws
(a) Head 1s hah brreduea aettvvky not a darense It shot no:bE s osaanse b,a permldae h (1) For a owporetiam by s pnrWS'MrscubM COMM.-of al lass`,d>e"d Ct Vice
pre eMorcemerk edGn peal M would have been necessary to htM at rimox the pemmkbd Presiders,or n person or poshro,ll"ng woml ftsWiabliRy kr smirnrarrntal
ectrrny n Drde•b mairrdh mmmptancr wdh tnr condnnru of this pemh madam far the ptrp I hon.
14) D6gtorrhlf9GeM Thtpormhwlshah take atnrsomablestepstor wwWv►wpreventany (7) For aporhun lhipor sale prop rls lomhlp:tyaawWN'partrwtrroeptuprwror
dlrrdta+ge In vwdttort m'ih s percent hvhldn 1rs s reasartabts Mrsirhaod m`slversey shiest G respoelh l.or
hu npn heaV or lho e,►lvrnsre
5.10 General Permit ILR40
Page 14 General NPOES Permit No.ILR4O
(3) FW*MV Mo*oft.MM.Faddl,avr oWer pwb k apwroY•bywe o sumuka
pace-or nrddrfp e6cird"floc: 121 Tpt tut u>¢ritur,l#i?*r WW W kkdwrduk ore v=r-,r,rDS*nAb%fry*
patrol epata1, ar on t dkv,tram adidt!na d :ZzC�� �.e.MM as a
(b! RapWb.All+aPoftmqulrwdtryPxmh w00wroibInAW ngOWNdby the Agency preMrMapler.aupedrWrldardaPeronofaqulrefetM"oramay.and
&gat be signed by a pmur dew6W M pmWapn IN)or by a duly authmumd
Mp m raahra of rite perarxh A pen No n Is s ehAy au hodmd rap vwu&a only K (3) TI*wrIEM O IN KbR wd to DID Aperlry
(1) TMrahorb ti mismeetn+ri1>'"4b,aWbonmx.tcmdmpsiVaph(a)gird
(14) A[htarslddWkp,OOrr+rwlyde, etllrnQ.en0 eMWWUri OWhPWft ruo+Mta)'V*
rc) Changes of AuDeNchabon, n an udnerra9on undr(b)a no bV"Y.Caaate Apene)am MW as Yuy levee or have region h bekerr
barauac a dNbf*dWdrAdwsl w podiorl hips rap om_.zp y forth[a wra-o(aaraWn
of tge belay,a rW&a shwmn=wridong Mo re9.awrna ntr at(b l.,read bt (a) Thaat any aeth,�has oxurrcc or hrW ttotar with hravd�in bne aF
atebRMW m ba Aperc7 M'ha or bgMhen wt.toy nrporR Irdt m,r4*0 or o'ay[01[10 Pd-,Aa1N 484W UrKWSc=^I 307 of tyre Clean WOW AO Owh is not
appk;eWm b be agned by an ajUtrkee re,teergi!rwN Ernlad in pre pent/M Ocharpt WE exceed thr teVW d ft bllow ft
rMtOfoatiotf MTgel'
('2)Fla;orlrag nqushmsntc
11} f?'x hsr'rdwC adraopra'rm pr Nr 110:rag';)
(a) Plnaa!do"m The"nn6g*&W g•,R rnbpe u frac Ap vy ere tear r,
pm*k of any planned phyeks'mkvvbonc w addihom to Dn perwbe.WINy. (2) Tyro laaa reiQOpemt per ker(M tgT(b evoiein and soyanbb,bat
laetdnard yNOFOyrarpe p:!•,:. (500 uQ'}tar 2 n•dna+op'rayeOn rsr0lur 7+rhrRtr�
(b) Awkidpwo hwompWnce. The prmkre shak pw advance notion to Ott 4,6 dlnbophaaot,ant am rn%amm Pee Uv(1 nWj forara'bOr11l
AgarWotarNow rdtdwVnklOwpemipedhcMyorrnh! lY11Cnmaymuz,
in lam oft ow (3) Fire(6)&=thtMalmftmorcu rotonwhitreperMdbrthepocuia"tdks
bw WDES O"ne appEc=ttan.or
(c) Csgiae M dadhdn. pAowM a:aoMpberoe or nano xq*b tce wt%or any
p 9om"repow am A aerkr:and tine'mairerrente oarrtwed in any aomplants (4) The*.*edabiahed by ttfe Aperf0l e:176 pt a.
sdwd ie d dial PvWt stal bt sutra mod no IOW thin 14 aryl hohNAM cad+
aetedtie dale (b) That Day hoe hrgunor Upd k:bW IO um or m■r%Aw&ec as an t1e.'medNg*
V 6141 PMLI u t of byPWLW cry krde pok*M Which+rem nd r.perted h n+t
(d) Moan whV"Oft Lftnk rhp rtsuU OW be reposed tip Dne Wenaals& wfMd hPOE6 pert::=p5=BM
eharrlkere cf t'r:.pvmlt
(15) A1;Pubad,Osdrd TFM*nad Work&(PATWs)mW proidl adal.rte ratios b Iva[
(1) klertlorhp reads mus:be rapatied on a Dhac whys Mpna kV Report(Omst1 Agency d art 4ol I Ng
(p B the probse mona—a.'R PAJOn!rru+ne PVQLX'rh'IhIO req,W by Vw (e) Any new ftvduclbn otpMularw ifec Mir PDT%'horn a-h tnd►ehd dadwv ertnd
Perm ua rag bek Prwatduas wp p wred order 40(3 R 17E o'q aPedled h a oeii t,a ala�ra to SrMrirw 301 d 30E d br Gean Walt Ay'F t wee dradly
Mw perm#a rc%ilt a'IIis manr:orM WM Et ind ded in kne chkWOM am dodm ginq don pabuli ev od
repoo of dal dra&u mkkad In#w DMR
(b) Any atwtardW dwipe In cal vmkso w darader d pok tam bm%uamdomo
{9'r G1c,i tlena b mh knietlhons irfii ro�ufre enrrrpinp d meaarnwmwtt&ahall kto Me(PO'TW by a amaet brtw&clnp p*MW.kdc the PDTW X the tare of
ubtw an arlhTw c waan Lpiuv oft area apac*p by t'w.Agency in tht MtirnOF of lea PILAW&
Pb-d
(C) ForwPtwsofr"perapkphadt0.eterm0ept Vol d%*1kkfianobrron(")e1t
(r 3 -r~414"u how reporonp The p emtkec"I mpvt ate,rnncwrgAanoe erteet, ouetty end quarrtty Of attwwe komuvd M the PpTM',and 01 gig•s'ReaPaleC
may erumMer heekn r Iht&,wv-nrK. Any rdorroabon a'al bt provkW ore11 rnpiQ dtlw tlwge On PW"W-y or OPP)d r+l.:trhr lc be dadtrpld trap eu
we Z!Irahkt help tart hale tr!prwrtbee bhecerrhes aware d prow Nmaratenaaa. POTW,
A wrben cut TAM)n ehma eked he Provided whir^S days OF ft mart thr pensnkhet
brawn"swan of Mat wturnMarcm The wrlaen k*ffd lien Met;coraaln a 116) 11 Me POMA Is lowed 10 a Pu)aiidy owned Dr poWk rag Saud Mmm%en'wedha,thr
dpgCr"on of Me nmew once and ka cadre.the period o'rprrooerVW=, pcmrwt dap le"W arty kduww use,of s.rh WOMMmrrl work&to oeegty Wb.
k1d&W vW dale&aW bmt,pod I•Malt mmnowroerrce fits nor bW t torretset, tc# x'regtsierearlle o7nGenarp
"Snoppend bas e k expeA[d to coronae,and daps taken w pterrad 10
n&=.imkWe,and Wave%faaoraew=d Mre+4mOlaaWbamt The lokaw g (a) Use'On"paaaw'k to ferret n 2904b)o!Dnr Goan view A:t rid appkobee
NOW be W&MI 0 al blkv ft*n wtiehh Mel bt r19 lor1 e0~-24 haws ragtishm wPPealr1 M 40 Cr-R 35,
(1) Any ar red bypems W W eageede a ry Nkkrtrd Irrfgtron v.If1t Dermf, (t+) lock Pal AMM alkaent aurdwos and p*rv* we monobrdr pu*Apt t0 Seaton.
307 of the Clam V44obw Act and
(2) YdMion of a maihmum daily dodur•pe Irnibbon for an) V tit po kOAM
Mated by as Apvcy in vw Parree Ia be reported w tan 24 hurry (c) kRamun MdOb ab erary Plaerra b MOM 308 at pre Oman Wale+Ad
The Apeoy rraywane re wdpen row nn a c=&4ty-cvw bas&I`as o mpt*1 (171 D n appWabte alit0ar f or knRalen k pranapetad vier Fsactiv 3O1(b)(2XC)ord
tart been waermd we w 24 hour (0)•30t(b)(2)a 307(aX2)and Met an"t wandwo a wnwm it mace wr>0et 0*%
any af;tui tkbatraeh In M pen, or aorinrih•POWAnt W.kmknd In Mtn penal Mme
(Yip Oew aatomplMeee The pwrobee sW spat d inranm d—mnpka peeeat dri ba prOnspty rOd2ad or eerflt ad,rrd ral$hald b eonbea b dot oko
rot raparrd udw peep ph&(12x[)(d)m(t),a!dr tars rrhnrl NWV sprats are EWNWe w lrratta Wn.
e,abrniMd The rapora aunt mr%an tit hdommon bile[r.porepuph(elxe)
(101 Any SW*ol13RiVrl 10*W"& C%WAd 10 htrt po'mklet Pt VAM ID 35 pr Adm.Code
(P} OVW I*wga bon. what the pounktae beaornm awem VW K tatted m tub W 3M 154 is h weby irmrporatee by letererroe at R wr dtm at Dial panx
any rabalri tale h a pemrr a9941 adn,a albinkiMi n0(ItaCt letdrrrralietl i1 e
pram aPPi� o in ant rehab 119; The I MA rtl rake any bbe an.eeerK repnyerbluan a Mtft tow in OW
Wu or artenMMr,. app"c`un,rNMOM npvt,Phm R Mien down t&mffleed w Pm Apaxe•)a Pn.
VSEPA,or re**W b be leakruInw UNOW 0 of perm'
?t3)Trareter of pN9ft A Pww#maybe eubmrtCBpy tm w rreC b e MW Pr-Ifte F
(23j The Glean Water Act ptulderr Pat B*, pm4r d:re vows a permh mfldjm
1&t Tit Conan PaMnOroe notdes the Agency W least 3Q days h advance of the W*Mu arar%SNOwo AM 302.305,$07,3Db,318,oh M5 of iht Chen WVO-AC is
p mpneed frets.data• SuNOcl ID a tivt'penally not 10 easao 110,000 Pv day of uc h r14k910n Any peso^
"Io WWLOV Of nep.'v:!a v o rly,pt";CIDWA Mt agpk wrdirgn Scabom 331,302.
(r) The ncbm k4do a wrtarn apeoaar t benrev a to aealrp VW row penthMmn 306.3W,or a40 of tit Cbn WrIm,Act k ar#sd C e Mnt 0`09t k ,g ft-i$2,600 ro'
cdraa-w n a al M,data b rardw o(PORM+eeoOnhraltr•clo tempt and lablti more afa-ZO3.000 Pwr day d dotkae 4 ar Dy 1nlpriaennitra ha rhM note Mal ant t ee
betweem n.va amm t-d row Wn*ms,and w bath
It) Tea Agarry doe&rot nobly ow emdmp Pwr+vr and ere pvpum rww perrrilee
rd Rm kom to rwd h rr revoke&-d reissue the Perms: If Ok notice is nol (2'1 The Clean Wate,Ad pnmdas hr.am pww.*no bWL-, uwX-s laid or k'MWgpi
,WON .the aer;(ar is elteWa an hhr dale t wftd r the apreenrem hOdo irerdurak'any wPm Omi p darkac or nrwdnd mgwmd to be ffW imW UAW
pemOt Owl upon corwkcbon,be purWhe6 by t wu of rw moan awn t1U,00t pe-
5.10 General Permit ILR40
page I a General NPDES Permit No.ILR40
vYtt WL w by ahprrtrraeat fw mx mws ft-I t tnA*�*W hRre P,w di'bath
rzaf TILL' CM-.W*W Act pew that sM pwsm rtn kna '.y makes any tree
.RPraiMllalbn Orp'ti,5„"[dim rti fntiy�ecard orot�-docuTa'r et�nnieed u
ro be reAraAi►rd ufde-�tx ir.1:,h,�G,k�c-,�o rs rrax`�mp rt�o�C.of�C�a�k.
V coiONm Of norHmehpb>may"h WWI amwbOxh.to pxwOwd pt'a*0 or nW,
n.►arE twn fiG.00D pc ro1Ab1.cr bi MnP4aae*nKq for not r►rs ti Atiord}hs pw
v►A n w bi bore
c2"c i C.abecIeC C nn- tp s:W—,SW20< end WW bald*a'a:be dq=md d h uhCh a
Me„r,As tv pwvem*Orq of tax weft-la wnor-bon t* rut wvkm e
w SLIC.Tne pwW x4mmmban br wch dspw ,ehwi t«c m�=Eo r t-,--Agency
anc r.rsarparatw+st pant hfnrWbrrefrm=
(24; in calf o`aorr♦!, between tneee abraOrd condtnw ago at, we-aordtmr�a)
rINJOW ri Chia prmlt tit ot'r Ow dkor(sj Win,v:,AM
{2_) TY* penrAWA OmL axW,wkt%In s'lWw to t'hf r h:+e s:=o'tht pen*a:
Appi=ebtr p v*ox d 35 It Adm Cede Subbt}C SuWt : a SubWa E"a*
Appb=bIf adttt of ehe Boafd
IX) Tht p'waitnr of tic pwM ate UWAblt,and t t n1 pro+eizon of Cie prnnl,or V*
Opplv�eha*h d aey phaiAanan dt�i.pertar s held mr,'S tnhe mr w KX pRh4jiwa pfthk
pwmh:OW oxfiait Ir hf bat"eflec.
IRer 6-UM7I
5.10 General Permit ILR40
Co. United City of Yorkville
�► p County Seat of Kendall County
J 800 Game Farm Road
EST. 1836 Yorkville, Illinois 60560
Telephone: 630-553-8545
L y Fax: 630-553-3436
~� ,�� Website: www.yorkville.il.us
�kJE X
NPDES 1 EROSION CONTROL INSPECTION REPORT
Date of Inspection: Project:
Name of Inspector:
Type of Inspection: Weekly > 0.5"Precip.
Contractor:
Subs:
1. Are all of the temporary and permanent controls contained in the pollution prevention (erosion
control)plan or as directed by the engineer in place? _YES _NO
If not, why not?
2. Are the temporary and permanent erosion and sediment controls that have been installed
operating correctly? —YES _NO If not, what additional controls or adjustments is the
contractor hereby directed to install or perform?
3. Are the erosion and sediment controls being properly maintained? _YES NO
If not,what maintenance is the contractor hereby directed to perform?
4. Is there tracking of sediment from locations where vehicles enter and leave the project?
YES _NO If yes, describe the location(s) and the actions the contractor is hereby
directed to perform.
5. Have the additional controls, adjustments, or maintenance directed as a result of the last
inspection been implemented within seven(7) calendar days?_YES _NO
If not,the contractor is hereby notified that no further work activity will be permitted to take
place until the necessary corrective measures have been taken.
Other comments:
Inspector Signature
5.11 NPDES Erosion Control Inspection Report
`��fl CITY
o United City of Yorkville
E 1B36 County Seat of Kendall County
1 -
800 Game Farm Road
Yorkville, Illinois, 60560
Telephone: 630-553-4350
Fax: 630-553-7575
Website: www.yorkville.il.us
Date: IST NOTICE OF VIOLATION
Applicant Name
Company
Address
City State Zip
Subject: Project Name
Site Development Permit No.
V Notice of Violation
Gentlemen:
You are hereby notified of the following violation(s)to your Site Development Permit:
❑ Failure to notify the city prior to construction.
❑ Failure to install/maintain a non-erosive outlet from the structure to the watercourse
Location(s)
❑ Failure to install/maintain soil erosion and sediment control features prior to commencing earthwork.
Location(s)
0 Failure to install/maintain temporary or permanent seeding.
Location(s)
❑ Failure to installhnaintain sod.
Location(s)
❑ Failure to install/maintain erosion control blanket.
Location(s)
❑ Failure to properly installlmaintain silt fence.
Location(s)
❑ Failure to instal lhnaintain sediment traps.
Location(s)
❑ Failure to install/maintain stone inlet protection.
Location(s)
❑ Failure to route dewatering services through an effective sediment control measure.
Location(s)
❑ Failure to install/maintain stabilized construction entrance. Failure to clean right of way/pavement.
Location(s)
❑ Failure to instal llmaintain runoff diversion controls.
Location(s)
❑ Failure to prevent erosion from stockpile,or the placement of stockpile in a flood-prone or buffer area,
Location(s)
❑ Failure to maintain dust control.
Location(s)
❑ Failure to follow permitted construction sequencing.
Location(s)
You must take immediate action and cure all deficiencies identified above within five(5)working days,or the city
may issue a Stop Work Order or invoke penalties and legal actions that provides for fines for each offense each
day the violation continues. Once all deficiencies have been cured, please call our office to schedule a re-
inspection. If you have any questions please contact the City Engineer at(630)553-8545.
Sincerely,
Code Official
cc:
STORMWATER MANAGEMENT SYSTEM
ANNUAL MAINTENANCE PLAN FOR EXISTING FACILITIES
Purpose and Objective:
Detention and water quality treatment facilities, storm sewers, swales and native
vegetation/buffer areas define a development's stormwater management system. When land is
altered to build homes and other developments,the natural system of trees and plants is replaced
with impervious surfaces like sidewalks, streets, decks,roofs, driveways, or lawns over highly
compacted soils. As a result more rain water I storm water flows off the land at a faster rate and
less rain water is absorbed into the soil. This can lead to streambank erosion,downstream
flooding and increased concentrations of pollutants. The existing storm water management
system was designed to help slow the rate of runoff from the development and maintain the
quality of the storm water leaving the site.
Inspection Frequency:
Inspection experience will determine the required cleaning frequencies for the components
of the stonnwater management system. At a minimum,the attached checklist items should
be inspected annually. Detention ponds (including the outlet control structure and
restrictors) should be inspected on a monthly basis during wet weather conditions from
March to November.
Maintenance Considerations:
Whenever possible, maintenance activities should be performed during the inspection. These
activities should be supplemented by repair/replacement as required. A Registered
Professional Engineer(PE) shall be hired for design resolution of specific items as indicated
on the checklist below.
Cost Considerations:
Frequent maintenance program work execution will lead to less frequent and less costly long-
term maintenance and repair. The attached checklist items may need to be amended based on
inspection experience.
Record Keeping,_
Separate and distinct records should be maintained by the responsible party for all tasks
performed associated with this plan. The records shall include the dates of maintenance
visits, who performed the inspection, and a description of the work performed.
5.13 Maintenance Plan Template for Existing Facilities I
Post-Construction Stormwater Management System
Inspection Checklist
The following checklist describes the suggested routine inspection items and recommended
measures to be taken to ensure that the Stormwater Management System functions as
designed. When hiring a PE is the recommended measure, the PE shall inspect, evaluate
and recommend corrective actions. The General section outlines items that should be taken
into consideration during inspection and maintenance activities. While performing an
overall inspection of your system, please check for the following items.
General-
• Litter and debris shall be controlled.
• Accumulated sediment shall be disposed of properly, along with any wastes generated
during maintenance operations.
• Riprap areas shall be repaired with the addition of new riprap, as necessary, of adequate
size and shape.
• Roads and parking lots shall be swept or vacuumed on a periodic basis.
• Access path to storm water management facilities should be free from obstructions
(woodpiles, sheds, vegetation).
• Fences, gates and posts shall be maintained.
• Signs shall be maintained.
Storage Facilities (Detention,Retention and Water Quality Treatment Facilities)
Dams and berms
Settlement. If settlement observed, hire a PE.
Breaks or failures. If failure observed, notify the Village immediately and hire a PE.
Erosion. Repair as needed.
Signs of leakage, seepage or wet spots. If observed,hire a PE.
Unwanted growth or vegetation. Remove as needed.
Shorelines
Erosion or rip-rap failures. Repair as needed
Undermining. Stabilize and repair as needed.
Outlet and inlet structure
Obstructions blocking outlet pipe,restrictor, channel or spillway. Remove
obstructions immediately.
Separation of joints. Repair as needed.
Cracks,breaks,or deterioration of concrete. Repair as needed
Scour and erosion at outlet. If observed,repair(consider additional or alternative
stabilization methods).
Condition of trash racks. Remove any collected debris.
5.13 Maintenance Plan Template for Existing Facilities 2
Outlet channel conditions downstream. Stabilize soil or remove obstructions as
needed.
Storage Volume
Facilities shall be inspected to ensure that the constructed volume for detention is
maintained. No sediment, topsoil, or other dumping into the facility shall be
allowed. If a detention facility includes specific locations designed to accumulate
sediment these locations should be dredged every 5-yrs or when 50%of the volume
has been lost.
Wet ponds lose 0.5 - 1.0%of their volume annually. Dredging is required when
accumulated volume loss reaches 15%, or approximately every 15-20 years.
Storm Sewers
System is free draining into collection channels or catch basins. If concerned, clean
or repair.
Catch basins. Remove sediment when more than 50%of basin sump is filled.
Siltation in Culvert. Culverts shall be checked for siltation deposit, clean out as
necessary.
Bridges
Any scouring around wing walls. Stabilize and repair as needed. If concerned,hire
a PE.
Any undennining of footings. Stabilize and repair as needed. If concerned,hire a
PE.
Swales—
All ditches or pipes connecting ponds in series should be checked for debris that
may block flow.
Repair and replace permanent check-dams as necessary.
Verify systems (both drainage ditches and sideyard swales) are maintaining
originally constructed design slope and cross-sectional area. If fill or sediment
contributes to elevation changes in swale, re-grading and re-shaping shall be
performed. Licensed surveyors shall be hired to lay-out and check grades. No
Iandscaping, earthen fill, gardens, or other obstructions (including sheds and other
structures) shall be allowed in the swales that would impede design drainage flow
patterns.
Vegetated Areas—
Need for planting,reseeding or sodding of native areas. Supplement alternative
native vegetation if a significant portion has not established (50%of the surface
area). Reseed with alternative grass species if original grass cover has not
successfully established.
Need for planting, reseeding or sodding of turf areas. Supplement alternative native
vegetation if a significant portion has not established (75%of the surface area).
5.13 Maintenance Plan Template for Existing Facilities 3
Reseed with alternative grass species if original grass cover has not successfully
established.
Invasive vegetation (refer to the Native Plant Guide for Streams and Stormwater
Facilities in Northeastern Illinois, or hire an environmental or landscape specialist,
or hire an environmental or landscape specialist). Remove as necessary.
Wetland Buffers—
Inspect for evidence of erosion or concentrated flows through or around the buffer.
All eroded areas should be repaired, seeded and mulched. A shallow stone trench
should be installed as a level spreader to distribute flows evenly in any area showing
concentrated flows.
All existing undergrowth,forest floor duff layer, and leaf litter must remain
undisturbed except in designated paths or permitted encroachment areas.
No tree cutting is allowed except for normal maintenance of dead, diseased and
damaged trees or;the culling of invasive,noxious or non-native species that are to
be replaced by more desirable and native vegetation.
A buffer must maintain a dense, complete and vigorous cover of"non-lawn"
vegetation which should not be mowed no more than once a year. Vegetation may
include grass and other herbaceous species as well as shrubs and trees.
Use or maintenance activities within the buffer shall be conducted so as to prevent
damage to vegetation and exposure of soil.
5.13 Maintenance Plan Template for Existing Facilities 4
STORMWATER MANAGEMENT SYSTEM
MAINTENANCE PLAN FOR NEW FACILITIES
Subject: WSERT DEVELOPMENT NAME HERE
SUCH PROPERTY BEING THE REAL PROPERTY NOW DULY PLATTED AS kSERT
DEVELOPMENT NAME HERE,AS SUCH PLAT IS NOW RECORDED AS DOCUMENT
NO.INSERT DOCUMENT NUMBER,IN THE OFFICE OF THE RECORDER OF DEEDS
OF THE COUNTY OF KENDALL, STATE OF ILLINOIS,HEREBY MAKES THE
FOLLOWING DECLARATIONS OF MAINTENANCE RESPONSIBILITIES.
Responsibilities
Adequate provisions for maintenance of the stormwater system are an essential aspect of
long-teen drainage perforinance. Responsibility for the overall maintenance shall rest with
the insert responsible party name here.
Purpose and Objective:
Detention and water quality treatment facilities, storm sewers, swales and native
vegetation/buffer areas define a development's stormwater management system. When land is
altered to build homes and other developments,the natural system of trees and plants is replaced
with impervious surfaces like sidewalks, streets, decks,roofs, driveways, or lawns over highly
compacted soils. As a result more rain water!storm water flows off the land at a faster rate and
less rain water is absorbed into the soil. This can lead to streambank erosion,downstream
flooding and increased concentrations of pollutants. The storm water management system was
designed to help slow the rate of runoff from the development and improve the quality of the
stonn water leaving the site.
Interpretation as to Requirements Under This Maintenance Plan:
The requirement for this Maintenance Plan is generated by the City of Yorkville Ordinance
2009-78. The interpretation of the maintenance requirements set forth in this Maintenance
Plan shall be interpreted on the basis of the intent and requirements of said Ordinance.
Inspection Frequency:
Inspection experience will determine the required cleaning frequencies for the components
of the stormwater management system. At a minimum,the attached checklist items should
be inspected annually. Detention ponds (including the outlet control structure and
restrictors) should be inspected on a monthly basis during wet weather conditions from
March to November.
5.14 Maintenance Plan Template for New Facilities l
Maintenance Considerations:
Whenever possible,maintenance activities should be performed during the inspection. These
activities should be supplemented by repair/replacement as required. A Registered
Professional Engineer(PE) shall be hired for design resolution of specific items as indicated
on the checklist below.
Cost Considerations:
Frequent maintenance program work execution will lead to less frequent and less costly long-
term maintenance and repair. The attached checklist items may need to be amended based on
experience recorded over the initial period of occupancy of the development.
Record Keeping_
Separate and distinct records shall be maintained by the responsible party for all tasks
performed associated with this plan. The records shall include the dates of maintenance
visits, who performed the inspection, and a description of the work performed.
,the owner's agent, has caused these presents to be signed and acknowledged,
this day of , 2
By:
5.14 Maintenance Plan Template for New Facilities 2
Post-Construction Stonnwater Management System
Inspection Checklist
The following checklist describes the suggested routine inspection items and recommended
measures to be taken to ensure that the Stormwater Management System functions as
designed. When hiring a PE is the recommended measure,the PE shall inspect, evaluate
and recommend corrective actions. The General section outlines items that should be taken
into consideration during inspection and maintenance activities. while performing an
overall inspection of your system,please check for the following items.
General-
• Litter and debris shall be controlled.
• Accumulated sediment shall be disposed of properly, along with any wastes generated
during maintenance operations.
• Riprap areas shall be repaired with the addition of new riprap, as necessary, of adequate
size and shape.
• Roads and parking lots shall be swept or vacuumed on a periodic basis.
• Access path to storm water management facilities should be free from obstructions
(woodpiles, sheds,vegetation).
• Fences, gates and posts shall be maintained.
• Signs shall be maintained.
Dams and berms
Settlement. if settlement observed, hire a PE.
Breaks or failures. If failure observed, notify the Village immediately and hire a PE.
Erosion. Repair as needed.
Signs of leakage, seepage or wet spots. If observed, hire a PE.
Unwanted growth or vegetation. Remove as needed.
Shorelines
Erosion or rip-rap failures. Repair as needed
Undermining. Stabilize and repair as needed.
Outlet and inlet structure
Obstructions blocking outlet pipe, restrictor, channel or spillway. Remove
obstructions immediately.
Separation of joints. Repair as needed.
Cracks,breaks, or deterioration of concrete. Repair as needed
Scour and erosion at outlet. If observed,repair(consider additional or alternative
stabilization methods).
Condition of trash racks. Remove any collected debris.
Outlet channel conditions downstream. Stabilize soil or remove obstructions as
needed.
5.14 Maintenance Plan Template for New Facilities 3
Storage Volume
Facilities shall be inspected to ensure that the constructed volume for detention is
maintained. No sediment, topsoil, or other dumping into the facility shall be
allowed. If a detention facility includes specific locations designed to accumulate
sediment these locations should be dredged every 5-yrs or when 50%of the volume
has been lost.
Wet ponds lose 0.5 - 1.0%of their volume annually. Dredging is required when
accumulated volume loss reaches 15%, or approximately every 15-20 years.
Storm Sewers
System is free draining into collection channels or catch basins. Clean and/or repair
as necessary.
Catch basins. Remove sediment when more than 50%of basin sump is filled.
Siltation in Culvert, Culverts shall be checked for siltation deposit, clean out as
necessary.
Bridges
Any scouring around wing walls. Stabilize and repair as needed. If concerned,hire
a PE.
Any undermining of footings. Stabilize and repair as needed. If concerned,hire a
PE.
Swales—
All ditches or pipes connecting ponds in series should be checked for debris that
may block flow.
Repair and replace permanent check-dams as necessary.
Verify systems (both drainage ditches and sideyard swales) are maintaining
originally constructed design slope and cross-sectional area. If fill or sediment
contributes to elevation changes in swale, re-grading and re-shaping shall be
performed. Licensed surveyors shall be hired to lay-out and check grades. No
landscaping, earthen fill, gardens, or other obstructions (including sheds and other
structures) shall be allowed in the swales that would impede design drainage flow
patterns.
Vegetated Areas—
Need for planting, reseeding or sodding of native areas. Supplement alternative
native vegetation if a significant portion has not established(50%of the surface
area). Reseed with alternative grass species if original grass cover has not
successfully established.
Need for planting,reseeding or sodding of turf areas. Supplement alternative native
vegetation if a significant portion has not established (75% of the surface area).
Reseed with alternative grass species if original grass cover has not successfully
established.
5.14 Maintenance Plan Template for New Facilities 4
Invasive vegetation (refer to the Native Plant Guide for Streams and Stormwater
Facilities in Northeastern Illinois, or hire an environmental or landscape specialist).
Remove as necessary.
Wetland Buffers—
Inspect for evidence of erosion or concentrated flows through or around the buffer.
All eroded areas should be repaired, seeded and mulched. A shallow stone trench
should be installed as a level spreader to distribute flows evenly in any area showing
concentrated flows.
All existing undergrowth,forest floor duff layer, and leaf litter must remain
undisturbed except in designated paths or permitted encroachment areas.
No tree cutting is allowed except for normal maintenance of dead, diseased and
damaged trees or;the culling of invasive, noxious or non-native species that are to
be replaced by more desirable and native vegetation.
A buffer must maintain a dense, complete and vigorous cover of"non-lawn"
vegetation which should not be mowed more than once a year. Vegetation may
include grass and other herbaceous species as well as shrubs and trees.
Use or maintenance activities within the buffer shall be conducted so as to prevent
damage to vegetation and exposure of soil.
5.14 Maintenance Plan Template for New Facilities 5
,�e�-D CIr
United City of Yorkville
J t T County Seat of Kendall County
ts3s 800 Game Farm Road
—� Yorkville,Illinois 60560
a ~ Telephone:630-553-8545
9 l"" `=O Fax:630-553-3436
'9Lk.E ��,v Website;wwwyorkville.il.us
STORM WATER BASIN ANNUAL INSPECTION REPORT
Basin Address and/or Location:
Basin Type(circle): Dry Detention Wet Detention Naturalized
Owner Name: Owner Contact Number:
Owner Address:
Owner Email:
Maintainer Name: Maintainer Contact Number:
Maintainer Address:
Maintainer Email:
Inspection Date: Submittal Date:
Complete ONLY the"Annual Inspection Items"and sign below for all years between 5'h Year Inspections.
The 5"'Year Inspection to be completed entirely by a professional engineer,licensed in the State of Illinois.
See Page 2 for more information regarding 5"Year Inspection requirements.
ANNUAL INSPECTION ITEMS
CIRCLE`YES'OR'NO'FOR ALL ITEMS BELOW
A. Has debris or trash accumulated?.................................................... YES NO
B. Has sediment accumulated? .......................................................... YES NO
C. Are noxious weeds present that prevent the desired vegetation from
growing properly? YES NO
D. Is there exposed soil not covered with vegetation,mulch,or other
non-erodable material? YES NO
E. Is soil erosion present along standing or moving surface water? YES NO
F. Is soil erosion present at basin sides,inlet,or outlet? YES NO
G. Are holes present from animals,or is there undesirable soil loss? YES NO
H. Is algae or stagnant moisture present? YES NO
I. Are unpleasant odors emerging? YES NO
J. Are wel or soggy areas present that prevent desired vegetation
from growing? YES NO
K. Is runoff entering or leaving the basin in a manner which prevents
proper function of its inflow or outflow systems? YES NO
L. Does flow out of basin occur in a manner that creates erosion or
damage to adjacent property? YES NO
M. Are the basin functions impaired? YES NO
N. Other items and comments:
0. Corrective measures for all'YES'answers above:
ATTACH ADDITIONAL PAGES IF NECESSARY,TO PROPERLY DOCUMENT
INSPECTION.
THE INFORMATION PROVIDED IS AN ACCURATE AND CURRENT DESCRIPTION OF
THE BASIN AT THIS LOCATION:
SIGNATURE PRINTED NAME
DATE:
SMPP 5,15 Stormwater Basin Inspection Report
The 5t"Year Inspection must be completed entirely,by a professional engineer,licensed in
the State of Illinois.
The 5h Year Inspection shall include at a minimum,the annual inspection items shown on Page 1
and the 5`h Year Inspection items shown below:
5T"YEAR INSPECTION ITEMS
A. ASSESSMENT OF ANY PIPE,RIPRAP,AND STRUCTURES PRESENT:
(t c.1s there a need for replacement or maintenance of basin components")
.................................................................................................................
B. GENERAL ASSESSMENT OF THE BASIN:
(i.e Does the basin appear to function properly'Modifications recommended for improved function)
.................................................................................................................
.................................................................................................................
.................................................................................................................
C. ASSESSEMENT OF BASIN ELEVATIONS:
(ix Are major storm overflow paths and elevations unchanged from the as-huih plans?)
(NOTE the elevation reasonableness check is intended to be a visual check for large settlement.channel erosion.
or basin modifications.and not a requirement for a survey.)
.................................................................................................................
.................................................................................................................
.................................................................................................................
D. ASSESSMENT OF BASIN VOLUMES:
(i.e.is there evidence of basin changes affecting the storage volume from that shown on the as-built plans?)
(NOTE:The volume reasonableness check is intended to he a visual check for large accumulations of
sediment or basin modifications.and not a requirement for a survey.)
.................................................................................................................
.................................................................................................................
.................................................................................................................
E. OTHER ITEMS AND COMMENTS:
(i.e.Safety,shelf,etc.)
.................................................................................................................
.................................................................................................................
.........................................................................................................I.......
F. CORRECTIVE MEASURES NEEDED:
..................................................................................................................
.................................................................................................................
.................................................................................................................
..................................................................................................................
.................................................................................................................
ATTACH ADDITIONAL PAGES IF NECESSARY,TO PROPERLY DOCUMENT
INSPECTION.
THE INFORMATION PROVIDED 1S AN ACCURATE AND CURRENT DESCRIPTION OF
THE BASIN AT THIS LOCATION:
SIGNATURE PRINTED NAME
DATE:
ENGINEER'S SEAL
FOR 5"'YEAR INSPECTION
PAGE 2 of 2
SMPP 5.15 Slortnwaler Basin Inspection Report
Ifficir I t
Incident ID:
Responder Information
Call taken by: Call date:
Call time: Precipitation(inches)in past 24-48 hrs:
Reporter Information
Incident time: Incident date:
Caller contact information(optional):
Incident Location (complete one or more below)
Latitude and Iongitude:
Stream address or outfall M
Closest street address:
Nearby landmark:
Primary Location Description Secondary Location Description:
❑ Stream corridor
(In or adjacent to stream ❑ Outfall ❑ In-stream flow ❑Along banks
❑ Upland area E]Near other water source(storm water pond,wetland,etc.):
(Land not adjacent to stream) ❑Near storm drain
Narrative description of location:
Upland Problem Indicator Description
❑Dumping ❑ Oil/solvents/chemicals ❑ Sewage
❑Wash water,suds,etc. ❑ Other:
Stream Corridor Problem Indicator Description
[]None ❑ Sewage L1 Rancid/Sour ❑Petroleum(gas)
Odor
El Sulfide(rotten eggs);
natural as ❑ Other: Describe in"Narrative„section
El ❑ Oil sheen 71] Cloudy El Suds
Appearance
❑ Other: Describe in "Narrative”section
Floatables [_1 None: ❑ Sewage(toilet paper,etc) E]Algae El Dead fish
❑ Other:Describe in"Narrative"section
Narrative description of problem indicators:
Suspected Violator(name,personal or vehicle description,license plate N, etc,):
5.16 Illicit Discharge Tracking Form
Investigation Notes
Initial investigation date: Investigators:
El No investigation made Reason:
El Referred to different department/agency: Department/Agency:
Investigated:No action necessary
❑ Investigated: Requires action Description of actions:
Hours between call and investigation: Hours to close incident:
Date case closed:
Notes:
5.16 Illicit Discharge Tracking Form
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Stormwater Outfall Inspection Form
Section 1: Background Data
Subwatershed: Outfall 1D:
Date: Time(Military}:
Temperature: Inspector(s):
Previous 48 Hours Precipitation: Photo's Taken(Y/N) If yes,Photo Numbers:
Land Use in Drainage Area(Check all that apply): ❑Open Space
❑ Industrial ❑ Institutional
❑Residential Other:
❑Commercial Known Industries:
Section 2: Outfall Description
LOCATION MATERIAL SHAPE DIMENNSIONS SUBMERGED
❑RCP ❑CMP
❑Circular ❑Single In Water:
❑PVC ❑HDPE Diameter/Dimensi ❑No
❑Elliptical ❑ Double ons: ❑Partially
Storm Sewer ❑Steel ❑Fully
(Closed Pipe) ❑Box ❑Triple With Sediment:
❑Clay I draintile ❑No
❑Other._ ❑Other: ❑Partially
❑Other: ❑Fully
❑Concrete
❑Trapezoid Depth:
Open drainage ❑Earthen
(swale/ditch) tip-rap ❑Parabolic Top Width:
❑
❑Other: Bottom Width:
❑Other:
Section 3: Physical Indicators
INDICATOR CHECK If DESCRIPTION COMMENTS
Present
❑Spalling,Cracking or Chipping ❑ Peeling Paint
Outfall Damage ❑Corrosion
Deposits/Stains
[I Oily El Flow Line El Paint [I Other
Abnonnal Vegetation ❑ ❑Excessive ❑ Inhibited
Poor pool quality ❑ Odors El Colors El Floatables Oil Sheen
❑Suds ❑Excessive Algae ❑Other:
Pipe algae/growth ❑ ❑Brown ❑Orange ❑Green ❑Other:
Do physical indictors suggest an illicit discharge is present(YIN):
Flow Present? ❑Yes ❑No If No,Skip to Section 7 and Close Illicit Discharge Investigation
Flow Description ❑Trickle ❑Moderate ❑Substantial
5.18 Stornn Water Outfall Inspection Form l
Section 4:Ph ical Indicators(Flowing Outfalls Only)
INDICATOR CHECK it DESCRIPTION RELATIVE SEVERITY INDEX(1-3)
Present
❑Sewage ❑Rancid/sour ❑3—Noticeable
❑ ❑Sulfide ❑2 Easily
Odor ❑Petroleum,' s ❑ l—Fain) detected from a
❑Laundry ❑Other: distance
❑Clear ❑Brown
Color [j Gray El ❑ ]—Faint colors ❑2—Clearly ❑3 Clearly
(color chart)
El ❑Green C1 Orange/Red in sample visible in sample visible in
❑Multi-Color ❑Other: battle bottle outfall flow
Turbidity ❑ See severity I—Slight ❑2—Cloudy ❑3—Opaque
cloudiness
Floatables ❑Sewage ❑Suds and Foam ❑2—Some;
C3 1—Few/slight; ❑3-Some;
-Does Not El El Petroleum(ail sheen) indications
Include Trash!! El Grease El Other: origin not obvious of origin origin clear
Do physical indictors(]lowing)suggest an illicit discharge is present(YIN):
Section 5: On-Site Sampling/Testing(Flowing Out falls Only
PARAMETER RESULT ACCEPTABLE RANGE WITHIN
RANGE(YIN) EQUIPMENT
Temperature NA NA Thermometer
PH 6-9 5-in-1 Test Strip
<3 mg/L April—Oct
Ammonia <8 mg/L Nov-March Test Strip
Free Chlorine NA NA 5-in-1 Test Strip
Total Chlorine <0.05 mg/L 5-in-1 Test Strip
Phenals <0.lmg/L Test Kit
Detergents as Surfactants >0.25 mg/L residential>5 m L non-residential Test Kit
Copper <0.025 mg/L Test Strip
Alkalinity NA NA 5-in-1 Test Strip
Hardness NA NA 5-in-1 Test Strip
Sample Location
(Note NA values used for future tracing procedures)
Section 6: Data Collection for Lab testing(see flow chart)
1. Sample for the lab? ❑Yes ❑No
2. If yes,collected from: ❑Flow ❑Pool
PARAMETER RESULT(from lab) ACCEPTABLE WITHIN
RANGE RANGE(YIN)
Fecal Coliform 400 per 100 mL
Flouride 0.6 mg/1
Ammonium/Polas
Potassium sium ratio or
>20nig/l
*note label sample with outfall number
Section 7: Any Non-Illicit Discharge Concerns(e.g.,trash or needed infrastructure repairs)?
5.18 Storm Water OutfalI Inspection Form 2
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Instructions for completing the
Storm water Outfall Inspection Form
Strike out incorrect entries with a single line; correct values or descriptions are written
above or near the struck-out entries. Do not use a new data entry form to correct an
incorrect entry. At the completion of each outfall inspection, the field crews are
responsible for ensuring that a Stormwater Outfall Inspection Form has been completely
and correctly filled out and that all data and remarks are legible.
Section 1: Background Data
Sub-watershed: The receiving water from the stormwater outfall inventory to be entered
here.
Outfall ID: Enter the outfall identification number from the stormwater outfall inventory.
Date: To avoid confusion, dates are be written in the following manner: DAY MONTH
YEAR. For example, 10 MARCH 2007,
Time: Military time (24-hour clock) to be used (for example, 8:30 a.m. would be written
as 0830; likewise, 1:30 p.m. would be written as 1330).
Temperature: A concise description of the weather conditions at the time of the
screening is to be recorded (for example, Clear, 75 o F).
Inspector: The name(s) of the field personnel.
Previous 48 Hours Precipitation: The total amount of precipitation during the 48 hours
preceding the inspection is to be noted (for example, none-72 Hours or 0"=4 days). If the
total precipitation is not known, it is appropriate to enter a qualitative assessment if the
precipitation was minor. For example,Drizzle-36 Hours if appropriate. if the
precipitation amount was significant, actual precipitation totals is obtained from a local
rain gage, if available.
Photo's taken (Yes/No): Photographs are to be taken with a camera that superimposes a
date and time on the film. The date and time should correspond to the date and time
recorded on the data form.
Photo Numbers: if photographs are taken, the number(s) is recorded.
Land Use: Check all that apply, noting which land use is predominate. If the industrial
box is checked, any known industries are listed to facilitate potential tracing efforts.
5.18 Storm Water Outfall Inspection Form Instructions
Section 2: Outfall Description
Type of Outfall: Storm Sewer(Closed Pipe) or Open Drainage(Swale/Ditch):
First check if the outfall is either from a Closed Pipe or Open Drainage. Then complete
the following row to describe outfall characteristics.
Section 3: Physical indicators
Indicators: Complete rows describing outfall characteristics (Outfall Damage,
Deposits/Stains, Abnormal Vegetation, Poor pool quality, Pipe algae/growth). This
section is filled out regardless of current flow conditions. No flow during the time of the
inspection, does not rule out the potential of illicit discharges. Corroding or stained
pipes, dead or absence of vegetation, are potential indicators of illicit discharges from
direct or indirect (i.e. dumping) sources.
Likelihood: After inspecting the physical conditions of the outfall, the likelihood of an
illicit discharge is assessed.
Flow Present (Yes/No): A Yes or No is entered here to indicate the presence or absence
of dry-weather flow. If the outfall is submerged or inaccessible, "See Notes" is entered
and an explanation provided in the "Notes" section.
Flow Description: A description of the quantity of the dry-weather flow is provided.
Refer to Figure 6 of the SMPP.
Flow Chart Procedure:
•If No is entered in the "Flow Present"block and no non-flowing physical indicators
appear present the inspection can be closed, skip to Section 7 of the form.
•if No is entered in the "Flow Present" block but indicators appear present, place the
outfall on the follow-up inspection log, then the current inspection can be closed, skip
to Section 7 of the form..
•if Yes is entered in the "Flow Present" block (regardless of the presence of non-
flowing physical indicators), complete remainder of Section and proceed to Section 4.
Section 4: Physical Indicators (Flowing Outfalls Only)
Complete rows describing outfall characteristics (Odor, Color, Turbidity, and Floatables).
This section is filled out for flowing outfalls only.
Odor: The presence of an odor is to be assessed by fanning the hand toward the nose
over a wide-mouth container of the sample,keeping the sample about 6 to 8 inches from
the face. Be careful not to be distracted by odors in the air. Provide a description of the
odor, if present.
5.18 Storm Water Outfall Inspection Form Instructions
Color: The presence of color in the discharge is to be assessed by filling a clean glass
sample container with a portion of the grab sample and comparing the sample with a
color chart, if color is present. If a color chart is used, the number corresponding to the
color matching the sample is to be entered in this blank. Color is not assessed by looking
into the discharge. Refer to Table 3 of the SMPP.
Turbidity"clarity Turbidity is a measure of the clarity of water. Turbidity may be
caused by many factors, including suspended matter such as clay, silt, or finely divided
organic and inorganic matter. Turbidity is a measure of the optical properties that cause
light to be scattered and not transmitted through a sample. The presence of turbidity is to
be assessed by comparing the sample to clean glass sample container with colorless
distilled water.
Fooatables: The presence of floating scum, foam, oil sheen, or other materials on the
surface of the discharge are to be noted. Describe of any floatables present that are
attributable to discharges from the outfall. Do not include trash originating from areas
adjacent to the outfall in this observation.
Likelihood: After inspecting the physical conditions of the outfall discharge, the
likelihood of an illicit discharge is assessed. If flowing physical indicators are present the
tracing procedure are immediately implemented by one of the field crew. The second
member of the field crew continues with the inspection by performing the on-site testing
in Section 5.
Flow Chart Procedure:
•If flowing physical indicators are present the tracing procedure is immediately
implemented by one of the field crew. The second member of the field crew continues
with the inspection by performing the on-site testing in Section 5.
•If flowing physical indicators do not suggest an illicit discharge continue with the
inspection by performing the on-site testing in Section 5.
Section 5: On-Site Sampling/Testing (Flowing Outfalls Only)
Parameters: Test strip or kit chemical analyses are conducted for the following
parameters:
• pH, test strip,
• Color, color chart,
• Chlorine, test strip,
• Copper, test strip,
• Ammonia, test strip,
• Phenols, test kit, and
• Detergents, test kit.
5.18 Storm Water Outfall Inspection Form Instructions
Testing is done by either a test strip or test kit as applicable (refer to the equipment
column). The results are compared with the "acceptable range" and the"within range"
column is filled out with a Yes or No. Note that the Temperature, Alkalinity and
Hardness are determined although these results do not need to be compared with an
"acceptable range". These values are used to assist in determining the source of the illicit
discharge during the tracing procedure.
Sampling Location: A description of the actual sampling location is to be recorded (for
example, at end of outfall pipe). If the outfall is submerged or is inaccessible for
sampling, an upstream sampling location may be required. A description of any
upstream sampling locations is recorded here. Grab samples are collected from the
middle, both vertically and horizontally, of the dry-weather flow discharge in a critically
cleaned glass container. Samples can be collected by manually dipping a sample
container into the flow.
Sampling Procedures: Use the following procedures for all test kit analyses:
1. Take a grab sample and swirl to ensure that the sample is well mixed.
2. Rinse the sample cup (25m]) twice with distilled water. Next, rinse the sample
cup twice with water from the grab sample.
3. Fill the sample cup to the 25 ml mark, or as required by the instructions for the
test kits. Hold the sample cup at eye level to ensure that measurements are
accurate.
4. Conduct the test kit analyses following the manufacturer's instructions.
5. Dispose of the sample as follows:
•If no chemical or reagents have been added to the sample, the water can be
poured on the ground.
•If my chemical or reagent is added to the sample, pour the water into a container
marked "Liquid Waste" for proper disposal to a sanitary sewer system at the end
of the day.
6. Rinse the sample cup three times with tap water and dry with a paper towel.
Flow Chart Procedure:
•If any parameter is outside of the "acceptable range" then an illicit discharge has likely
been found. The tracing procedure is immediately implemented by one of the field
crew. Testing can be stopped, and the second member of the field crew continues with
the inspection by completing Section 7.
•If none of the parameters are outside of the acceptable range,proceed to Section 6.
5.18 Storm Water Outfall Inspection Form Instructions
Section 6: Data Collection for Lab Testing
Determine if the Yorkville-Bristol Sanitary District has adequate staff capacity to analyze
the samples.
•If YBSD has adequate staff capacity, collect grab samples and provide them to YBSD.
Note the location of the sample. Label the sample with the outfall ID number.
Proceed to Section 7 while in the field and complete the remainder of Section 6 after
the lab results are available.
•If YBSD does not currently have adequate capacity, determine if Sections 3 or 4 of the
inspection form suggest an illicit discharge.
o If Sections 3 or 4 suggest an illicit discharge contact and outside lab to perform the
testing. Proceed to Section 7 while in the field and complete the remainder of
Section 6 after the lab results are available.
o If Sections 3 or 4 do not suggest an illicit discharge, note the outfall ID number.
Place the outfall on the follow-up inspection log and proceed to Section 7 of the
form. Re-inspect and sample the discharge when YBSD has adequate capacity.
Sample Location: The location of the sample is noted. Additionally, the sample is
labeled with the outfall ID number. Use the city's sampling procedures. The following
additional items are noted.
1. When you collect any samples you must fill out an Outfall Sampling Report.
The report must document time you arrive on location, take the sample and get to
the plant to drop off the sample.
2. A 500-m1 glass bottle sample is used to collect the sample. If you are collecting a
sample that has grease 2-250m] samples taken-with a glass container are required.
3. If you use the sampling container that is on a rope, it must be washed with soap
and water after every use.
Parameters: Grab samples and lab testing is performed. After lab results are available
enter the results here.
•If any parameter is outside of the "acceptable range"then an illicit discharge has likely
been found. The tracing procedure should be immediately implemented.
•If none of the parameters are outside of the acceptable then the investigation can be
closed.
Section 7: Any Non-Illicit Discharge Concerns
Any problems or unusual features are to be entered here. If the outfall appears to be
potentially impacted by inappropriate discharges, this can be recorded here. This section
is to be completed even if no flow is observed.
5.18 Storm Water Outfall Inspection Form Instructions
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Stormwater pollution
Found in Your Area!
This is not a citation.
This is to inform you that our staff found
the following pollutants in the storm
sewer system in your area. This storm
sewer system leads directly to
Q Motor oiI
❑ Oil filters i
U Antifreeze/
transmission fluid .
0 Paint
Solvent/degreaser
13 Cooking grease
❑Detergent
Cl Home improvement waste (concrete,
mortar)
d Pet waste
U Yard waste (leaves, grass, mulch)
*Excessive dirt and
gravel
t
❑Trash
❑Construction debris r
0 Pesticides and � 4
fertilizers rF
L) Other
For more information or to report ���
an illegal discharge of
pollutants,please call:
United City of Yorkville
630-553-4350
IT DRAINS
vow EPA www.epagov/npdei/arormwatar
United States
environmental Protedlon EPA$33-F-03-002
Agency April 2003
Stormwater runoff is precipitation from rain or
snowmelt that flows over the ground. As it flows,
it can pick up debris,chemicals,dirt,and other
pollutants and deposit them into a storm sewer
system or waterbody.
Anything that enters a storm sewer system is
discharged untreated into the waterbodies we
use for swimming,fishing,and providing
drinking water.
Remember:
Only Rain Down the Drain
To keep the stormwater leaving your home or
workplace clean,follow these simple guidelines:
♦ Use
pesticides
and fertilizers
sparingly.
♦ Repair auto
leaks.
• Dispose of
household
hazardous waste,used auto fluids
(antifreeze,oil,etc.),and batteries at
designated collection or recycling locations.
• Clean up after your pet.
• Use a commercial car wash or wash your
car on a lawn or other unpaved surface.
• Sweep up yard debris rather than hosing
down areas.Compost or recycle yard waste
when possible.
♦ Clean paint brushes in a sink,not outdoors.
Properly dispose of excess paints through a
household hazardous waste collection
program.
6 Sweep up and
properly
dispose of
construction
debris like
concrete and
mortar.
`�fpD C/p� Reviewed By: Agenda Item Number
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1836
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Engineer ❑
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Public Works ❑
City Council Agenda Item Summary Memo
Title: Cost Cutting Ideas - Contest
City Council/Committee Agenda Date: City Council-February 23, 2010
Synopsis: See attached memo.
Council Action Previously Taken:
Date of Action: N /A Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Bart Olson Administration
Name Department
Agenda Item Notes:
Memorandum
0
To: City Council
EST 1 IBM From: Bart Olson, City Administrator
CC:
Date: February 19, 2010
Subject: Cost Cutting Ideas - Contest
This item was discussed at the February 18'' Administration Committee meeting. At that
meeting, the committee discussed the creation of a contest to solicit cost cutting ideas from the
general public and from staff. The contest will be communicated to the public in the next City
newsletter, which is set to be finalized in the next few weeks and which requires consensus on
this proposal at this City Council meeting. I have drafted parameters of the contest below.
These parameters were based off of a similar contest which was discussed at the Administration
Committee meeting and were supplied by Alderman Golinski.
Purpose of the Contest
To develop cost saving and cost cutting ideas that can be adopted by City staff by
providing incentives to the individual who comes up with the idea.
Maximum Incentive
10% of the estimated savings, up to $1000 per proposal.
Eligibility
1) Participants roust be employed by the City or reside within the City.
2) Participants may not be Elected Officials, Appointed Officials (includes board and
committee members), a department head within the City, or immediate family members
of any of the above.
3) A cost savings idea that reduces service levels, or quality of service is ineligible.
Format
I) Proposal shall detail the estimated cost savings and the method in which those cost
savings will be achieved.
2) Participant shall submit proposal via email to CostCutting@a,yorkville.il.us, a letter to
"Cost Cutting c/o City Administrator, 800 Game Farm Road, Yorkville, IL 60560", or by
hand delivery to the Administration Reception Desk at City Hall.
3) Proposals will be reviewed by the City Administrator, Finance Director and department
heads (to be selected by the City Administrator) affected by the proposal.
4) Projected cost savings will be reviewed and revised,if necessary,by the review team and
the proposal will be approved or denied.
5) The review team will complete a report on the proposals within 30 days from the date of
original submission, and said report shall be presented at the next City Council meeting
after its completion as an informational item to the City Council.
6) Compensation will be paid out after one-year of implementation of the proposal, or after
confirmation of the actual savings (in the case of a one-time savings).