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Public Works Packet 2008 10-21-08 United City of Yorkville EST teas 800 Game Farm Road Yorkville, Illinois 60560 o (® Telephone: 630-553-4350 � Y Fax: 630-553-7575 AGENDA PUBLIC WORKS COMMITTEE MEETING Tuesday, October 21, 2008 6:00 p.m. City Hall Conference Room Presentation: None Minutes for Correction/Approval: September 16, 2008 Items Recommended for Consent Agenda: 1. PW 2008-128 Cross Connection Control Ordinance 2. PW 2008-129 Supplemental MFT Appropriation Resolution 3. PW 2008-130 Kendall County Stormwater Management Plan 4. PW 2008-131 Kendallwood Estates—Van Emmon Road Paving 5. PW 2008-132 Stagecoach Crossing— IDOT Highway Permit Bond Reduction#1 New Business: 1. PW 2008-133 Proposed Public Works Committee 2009 Meeting Schedule 2. PW 2008-134 Water Department Report for July 2008 3. PW 2008-135 Water Department Report for August 2008 4. PW 2008-136 Draft Snow Removal Plan 5. PW 2008-137 Overtime 1 Compensation Time Discussion 6. PW 2008-138 Caboose Update 7. PW 2008-139 Alley Maintenance Discussion Old Business: 1. PW 2008-126 Eldamain Road— County Request Additional Business: Public Works Committee October 21, 2008 Page 2 2008 City Council Goals Public Works Committee "Interim Public Works Facilti ." Eric Dhuse "Explore gray water reuse by city." Alderman Plocher Eric Muse Alderman Werderich Scott Sleezer "Biodiesel, E85, and hybrid vehicles." AIderman Sutcliff Eric Dhuse Alderman Werderich Bart Olson "Bike trails and pedestrian friendly development/redevelopment, with Alderman Golinski Dave Mogle focus on increasing pedestrian access to downtown from anywhere in the Alderman Werderich Joe Wywrot city and to the schools from anywhere in the city." UNITED CITY OF YORKVILLE WORKSHEET PUBLIC WORKS COMMITTEE Tuesday, October 21, 2008 6:00 PM CITY CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR CORRECTION/APPROVAL: --------------------------------------------------------------------------------------------------------------------------------------- 1. September 16, 2008 ❑ Approved ❑ As presented ❑ With changes --------------------------------------------------------------------------------------------------------------------------------------- ITEMS RECOMMENDED FOR CONSENT AGENDA: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2008-128 Cross Connection Control Ordinance ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2008-129 Supplemental MFT Appropriation ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2008-130 Kendall County Stormwater Management Plan ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2008-131 Kendallwood Estates—Van Emmon Road Paving ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 5. PW 2008-132 Stagecoach Crossing— [DOT Highway Permit Bond Reduction 41 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes NEW BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2008-133 Proposed Public Works Committee 2004 Meeting Schedule ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2008-134 Water Department Report for July 2008 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2008-135 Water Department Report for August 2008 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2008-136 Draft Snow Removal Plan ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 5. PW 2008-137 Overtime/Compensation Time Discussion ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 6. PW 2008-138 Caboose Update ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes 7. PW 2008-139 Alley Maintenance Discussion ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- OLD BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2008-126 Eldamain Road—County Request ❑ Moved forward to CC consent agenda? Y N ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------_------------------------------------------------------------------------ ADDITIONAL BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- DRAFT Page 1 of 2 UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE MEETING MONDAY, SEPTEMBER 16, 2008 6:00 P.M. City Hall Conference Room PRESENT: Alderman Joe Besco, Chairman City Administrator Brendan McLaughlin Alderman Joe Plocher Assistant City Administrator, Bart Olson Alderwoman Robyn Sutcliff Alan Norton Alderman Bob Allen Juli Cinnamon City Engineer Joe Wywrot Susan Lambke Public Works Director Eric Dhuse Greg Lambke The meeting was called to order at 6:08 pm. by Joe Besco. Additional Business: Cannonball Estates Storm Server—Joe Wywrot and Alan Norton reminded the Aldermen the history of problems with the pipe and the measures taken to correct it. There was discussion on the grout used to fix the pipe. This will move on to City Council for discussion. Presentations: None. Minutes for Approval/Correction: July 15, 2008 and August 19, 2008 —Approved as presented. Old Business: 1. PW 2008-95 Van Emmon Drainage Issues--There was discussion about water runoff and water in the basement for some of the properties on Van Emmon. There was also discussion on how to fix some of the problems at one of the homes. This will come back to Public Works. Items Recommended for Consent Agenda: 1. PW 2008-115 —Revised Floodplain Ordinance 2. PW 2008-116—Palmer Court Roadway Improvements —Change Order #1 3. PW 2008-117—McHugh Road Improvements (Walnut—Spring)—Change Order#2 4. PW 2008-118 2008 Asphalt Surface Treatment—Change Order#1 (Final) 5. PW 2008-119 In-Town Road Program (Phase 2)—Parkway Landscaping 6. PW 2008-120 Countryside @ McHugh Intersection —Stop ,Signs 7. PW 2008-121 Tuscan Plaza—Bond Expiration 8. PW 2008-122 Shops at Veterans Parkway—LOC Expiration 9. PW 2008-123 Kendallwood Estates—Van Emmon Road Paving All the items recommended for Consent Agenda will move on to City Council on Consent Agenda. Paize 2 of 2 New Business: 1. PW 2008-124 Greenbriar Subdivision—Lot 200 Sidewalk Easement—there was discussion on where the easement would be moved and the opposition from the neighbors. This is not moving forward. It will be readdressed when the easement would need to be used. 2. PW 2008-125 Updated 6-year Capital Improvement Program — Brendan McLaughlin will share this with the other Aldermen. No further action is needed. 3. PW 2008-126 Eldamain Road —County Request—There was a question on whether this could be developer funded with a recapture agreement. This will come back to Public Works in October. Old Business: 2. PW 2008-114 City Council Goal—Biodiesel, E85, and Hybrid Vehicles -- There was discussion on what departments could use these kind of vehicles. No further action is needed. Additional Business Eric Dhuse passed out information on salt pricing for this year. He will be looking into options to reduce the salt usage while still keeping the roads safe. The meeting was adjourned at 8:31 P.M. Minutes submitted by Laura Leppert CO.. Reviewed By: Agenda Item Number P Legal ❑ �4 } Finance ❑ EST 1836 Engineer E] Tracking Number City Administrator ❑ Consultant � l� t� tE Agenda Item Summary Memo Title: Cross connection control ordinance Meeting and Date: PW committee October 21, 2008 Synopsis: Updated cross connection control ordinance required by the IEPA Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: positive Council Action Requested: approval Submitted by: Eric Dhuse Public Works Name Department Agenda Item Notes: UNITED CITY OF YORKVILLE ORDINANCE CROSS-CONNECTION CONTROL Ordinance No. TO PROVIDE AN EFFECTIVE MEANS FOR PROTECTING THE PUBLIC WATER SUPPLY SYSTEM FROM CONTAMINATION DUE TO SACKFLOW OF CONTAMINANTS THROUGH THE CUSTOMER WATER SERVICE CONNECTION INTO THE PUBLIC WATER SYSTEM. WHEREAS, the Illinois Plumbing Code, 77 III. Adm. Code 890.Subpart I, requires protection of the potable water system from contamination due to backflow or backsiphonage of contaminants through the water service connection; and WHEREAS, the Illinois Pollution Control Board Regulations, 35 Ill. Adm. Code 607.104, et seq. requires an active program of cross-connection control which will prevent the contamination of all potable water supply systems; and WHEREAS, in order to accomplish these goals it is necessary to introduce restrictions that describe in detail specific procedures and requirements for cross-connection control; now,therefore, BE IT ORDAINED by the council of the United City of Yorkville, State of Illinois: SECTION 1. That all plumbing installed within the United City of Yorkville, shall be installed in accordance with the Illinois Plumbing Code,77 III.Adm.Code 890. That,if in accordance with the Illinois Plumbing Code or in thejudgment of the Director of Public Works,an approved backflow prevention device is necessary for the safety of the public water supply system,the Director of Public Works will give notice to the water customer to install such an approved device immediately. The water customer shall, at his own expense, install such an approved device at a location and in a manner in accordance with the Illinois Plumbing Code and all applicable local regulations,and shall have inspections and tests made of such approved devices upon installation and as required by the Illinois Plumbing Code and local regulations. SECTION 2. That no person,firm or corporation shall establish or permit to be established or maintain or permit to be maintained any connection whereby a private,auxiliary or emergency water supply other than the regular public water supply of the United City of Yorkville, may enter the supply or distribution system of said municipality, unless such private, auxiliary or emergency water supply and the method of connection and use of such supply shall have been approved by the Director of Public Works and the Illinois Environmental Protection Agency. SECTION 3. That it shall be the duty of the Director of Public Works to cause surveys and investigations to be made of industrial,institutional,commercial,and other properties served by the public water supply to determine whether actual or potential hazards to the public water supply may exist. Such surveys and investigations shall be made a matter of public record and shall be repeated at least every two years, or as often as the Director of Public Works shall deem necessary. Records of such surveys shall be maintained and available for review for a period of at least five years. SECTION 4. That the approved cross-connection control device inspector shall have the right to enter at any reasonable time any property served by a connection to the publicwater supply ordistribution system of the United City of Yorkville,for the purpose of verifying the presence or absence of cross-connections or testing backflow devices or assemblies,and that the Director of Public Works or his authorized agent shall have the right to enter at any reasonable time any property served by a connection to the public water supply or distribution system of the United City of Yorkville for the purpose of verifying information submitted by the customer regarding the required cross-connection control inspection. On demand the owner,lessees or occupants of any property so served shall furnish to the Director of Public Works any information that he may request regarding the piping system or systems or water use on such property. The refusal of such information,when demanded, shall,within the discretion of the Director of Public Works, be deemed evidence of the presence of improper connections as provided in this ordinance and shall require that backflow 1 1 protection be installed on the service line to the premises. SECTION 5. That the Director of Public Works of the United City of Yorkville is hereby authorized and directed to discontinue,after reasonable notice to the occupant thereof,the water service to any property wherein any connection in violation of the provisions of this ordinance is known to exist,and to take such other precautionary measures as he may deem necessary to eliminate any danger of contamination of the public water supply distribution mains. Water service to such property shall not be restored until such conditions have been eliminated or corrected in compliance with the provisions of this ordinance,and until a reconnection fee of$100.00 is paid to the United City of Yorkville. Immediate disconnection with verbal notice can be effected when the Director of Public Works is assured that imminent danger of harmful contamination of the public water supply system exists. Such action shall be followed by written notification of the cause of disconnection. Immediate disconnection without notice to any party can be effected to prevent actual or anticipated contamination or pollution of the publicwater supply,provided that,in the reasonable opinion of the Director of Public Works or the Illinois Environmental Protection Agency,such action is required to prevent actual or potential contamination or pollution of the public water supply. Neither the Public Water Supply,the Director of Public Works,or its agents or assigns shall be liable to any customer for any injury, damages or lost revenues which may result from termination of said customer's water supply in accordance with the terms of this ordinance, whether or not said termination was with or without notice. SECTION& Any person who has knowledge of a backflow into any potable water system or the public water system must report that backflow to the water department immediately upon becoming aware of the backflow. Any person responsible for any substance that enters the potable water system through backpressure or backsiphonage, or contamination through backflow, if contamination of the potable water supply system occurs through an illegal cross-connection or an improperly installed, maintained or repaired device,or a device that has been bypassed,must bear the cost of clean-up of the potable water supply system. SECTION 7. If any provision this ordinance or application thereof to any person or circumstance is held invalid,such invalidity does not affect other provisions or applications of the ordinance which can be given effect without the invalid application or provision, and to this end the provisions of each ordinance enacted after the effective date of this ordinance are severable, unless otherwise provided by the ordinance. SECTION B. This ordinance shall take effect and be in force from and after the day of ,2—__. (date) (month) 2 2 UNITED CITY OF YORKVILLE REGULATIONS ON CROSS-CONNECTION CONTROL Section 1 Cross-Connection Control--General Policy A. Pulse. The purpose of these Rules and Regulations is: 1. To protect the public water supply system from contamination or pollution by isolating within the customer's water system contaminants or pollutants which could backflow through the service connection into the public water supply system. 2. To promote the elimination or control of existing cross-connections,actual or potential,between the public or consumer's potable water system and non-potable water systems, plumbing fixtures and sources or systems containing substances of unknown or questionable safety. 3. To provide for the maintenance of a continuing program of cross-connection control which will prevent the contamination or pollution of the public and consumer's potable water systems. B. Application. These Rules and Regulations shall apply to all premises served by the public potable water supply system of the United City of Yorkville. C. Palicy. The owner or official custodian shall be responsible for protection of the public water supply system from contamination due to backflow or back-siphonage of contaminants through the customer's water service connection. If, in the judgment of the Director of Public Works or his authorized representative, an approved backflow prevention device is necessary for the safety of the public water supply system,the Director of Public Works shall give notice to the consumer to install such approved backflow prevention device at each service connection to the premises. The consumer shall immediately install such approved device or devices at his own expense;failure,refusal or inability on the part of the consumer to install such device or devices immediately shall constitute grounds for discontinuing water service to the premises until such device or devices have been installed. The consumer shall retain records of installation,maintenance,testing and repair as required in Section 51)(4)below for a period of at least five years. The Director of Public Works may require the consumer to submit a cross-connection inspection report to the United City of Yorkville to assist in determining whether or not service line protection will be required. All cross-connection inspections shall be conducted by a Cross-Connection Control Device Inspector certified by the Illinois Environmental Protection Agency. Section 2, Definitions A. The following definitions shall apply in the interpretation and enforcement of these regulations: 1. "Fixed proper air gap" means the unobstructed vertical distance through the free atmosphere between the water discharge point and the flood level rim of the receptacle. 2. "Agency"means Illinois Environmental Protection Agency. 3. "Approved"means backflow prevention devices or methods approved by the Research Foundation for Cross-Connection Control of the University of Southern California,Association of State Sanitary Engineers,American Water Works Association,American National Standards Institute orcertified by the National Sanitation Foundation, or listed in the Illinois Plumbing Code, 77111.Adm. Code 890. 4. "Auxiliary water system" means any water source or system on or available to the premises other than the public water supply system and includes the water supplied by the system. These auxiliary waters may include water from another purveyor's public water supply system;orwater from a source such as wells,lakes,or streams,or process fluids;or used water. These waters may be polluted or contaminated or objectionable or constitute a water source or system over which the water purveyor does not have control. 5. "Backflow"means the flow of water or other liquids,mixtures,or substances into the distribution pipes 3 3 of a potable water system from any source other than the intended source of the potable water supply. 6. "Backftow prevention device"means any device,method,or type of construction intended to prevent backflow into a potable water system. All devices used for backflow prevention in Illinois must meet the standards of the Illinois Plumbing Code and the Illinois Environmental Protection Agency. 7. "Consumer"or"Customer"means the owner,official custodian or person in control of any premises supplied by or in any manner connected to a public water system. B. "Consumer's water system"means any water system located on the customer's premises. A building plumbing system is considered to be a customer's water system. 9. "Contamination"means an impairment of the quality of the water by entrance of any substance to a degree that could create a health hazard. 10. "Cross-connection"means any physical connection or arrangement between two otherwise separate piping systems, one of which contains potable water and the other a substance of unknown or questionable safety or quality,whereby there may be a flow from one system into the other. Direct cross-connection means a cross-connection formed when a water system is physically joined to a source of unknown or unsafe substance. Indirect cross-connection means a cross-connection through which an unknown substance can be forced, drawn by vacuum or otherwise introduced into a safe potable water system. 11. "Double check valve assembly"means an assembly composed of two single,independently acting check valves approved under ASSE Standard 1015. A double check valve assembly must include tight shutoff valves located at each end of the assembly and suitable connections for testing the water-tightness of each check valve. 12. "Health hazard"means any condition,device or practice in a water system or its operation resulting from a real or potential danger to the health and well-being of consumers. The word"severe"as used to qualify"health hazard"means a hazard to the health of the userthat could be expected to result in death or significant reduction in the quality of life. 13. "Inspection"means a plumbing inspection to examine carefully and critically all materials,fixtures, piping and appurtenances, appliances and installations of a plumbing system for compliance with requirements of the Illinois Plumbing Code,77 III.Adm. Code 890. 14. "Non-potable water"means water not safe for drinking,personal,or culinary use as determined by the requirements of 35 J..Adm. Code 601et seq. 15. "Plumbing"means the actual installation,repair,maintenance,alteration or extension of a plumbing system by any person. Plumbing includes all piping,fixtures, appurtenances and appliances for a supply of water for all purposes,including without limitation lawn sprinkler systems,from the source of a private water supply on the premises or from the main in the street, alley or at the curb to,within and about any building or buildings where a person or persons live,work or assemble. Plumbing includes all piping,from discharge of pumping units to and including pressure tanks in water supply systems. Plumbing includes all piping,fixtures,appurtenances, and appliances for a building drain and a sanitary drainage and related ventilation system of any building or buildings where a person or persons live, work or assemble from the point of connection of such building drain to the building sewer or private sewage disposal system five feet beyond the foundation walls. 16. "Pollution" means the presence of any foreign substance (organic, inorganic, radiological, or biological) in water that tends to degrade its quality so as to constitute a hazard or impair the usefulness of the water. 17. "Potable water" means water which meets the requirements of 35 III. Adm. Code 601 et seq. for drinking, culinary, and domestic purposes. 4 4 18. "Potential Cross-Connection" means a fixture or appurtenance with threaded hose connection, tapered spout,or other connection which would facilitate extension of the water supply line beyond its legal termination point. 19. "Process fluid(s)" means any fluid or solution which may be chemically, biologically or otherwise contaminated or polluted in a form or concentration such as would constitute a health, pollution, or system hazard if introduced into the public or a consumer's potable water system. This includes but is not limited to: a. polluted or contaminated waters; b. process waters; C. used waters originating from the public water supply system which may have deteriorated in sanitary quality; d, cooling waters; el questionable or contaminated natural waters taken from wells,takes, streams,or irrigation systems; f. chemicals in solution or suspension; g. oils,gases,acids,alkalis and other liquid and gaseous fluids used in industrial or other processes, or for fire fighting purposes. 20. "Public water supply" means all mains, pipes and structures through which water is obtained and distributed to the public, including wells and well structures, intakes and cribs, pumping stations, treatment plants,reservoirs,storage tanks and appurtenances,collectively or severally,actually used or intended for use for the purpose of furnishing water for drinking or general domestic use and which serve at least 15 service connections or which regularly serve at least 25 persons at least 60 days per year. A public water supply is either a"community water supply"or a"non-community water supply". 21. "Reduced pressure principle backflow prevention device"means a device containing a minimum of two independently acting check valves together with an automatically operated pressure differential relief valve located between the two check valves and approved underASSE Standard 1013. During normal flow and at the cessation of normal flow,the pressure between these two checks shall be less than the supply pressure. In case of leakage of either check valve, the differential relief valve, by discharging to the atmosphere, shall operate to maintain the pressure between the check valves at less than the supply pressure. The unit must include tightly closing shutoff valves located at each end of the device,and each device shall be fitted with properly located test cocks. 22. "Service connection"means the opening,including all fittings and appurtenances,at the water main through which water is supplied to the user. 23. "Survey"means the collection of information pertaining to a customer's piping system regarding the location of all connections to the public water supply system and must include the location,type and most recent inspection and testing date of all cross-connection control devices and methods located within that customer's piping system. The survey must be in written form,and should not be an actual plumbing inspection. 24. "System hazard" means a condition through which an aesthetically objectionable or degrading material not dangerous to health may enter the public water supply system or a consumer's potable water system. 25. "Used water" means any water supplied by a public water supply system to a consumer's water system after it has passed through the service connection and is no longer under the control of the water supply official custodian. 26. "Water purveyor" means the owner or official custodian of a public water system. Section 3. Water System A. The water system shall be considered as made up of two parts: the public water supply system and the consumer's water system. B. The public water supply system shall consist of the source facilities and the distribution system,and shall include all 5 5 those Facilities of the potable water system under the control of the Director of Public Works up to the point where the consumer's water system begins. C. The source shall include all components of the facilities utilized in the production,treatment,storage,and delivery of water to the public water supply distribution system. D. The public water supply distribution system shall include the network of conduits used to deliver water from the source to the consumer's water system. E. The consumer's water system shall include all parts of the facilities beyond the service connection used to Convey water from the public water supply distribution system to points of use. Section 4. Cross-Connection Prohibited A. Connections between potable water systems and other systems or equipment containing water or other substances of unknown or questionable quality are prohibited except when and where approved cross-connection control devices or methods are installed,tested and maintained to insure proper operation on a continuing basis. B. 1. No physical connection shall be permitted between the potable portion of a supply and any other water supply not of equal or better bacteriological and chemical quality as determined by inspection and analysis by the Agency. 2. There shall be no arrangement or connection by which an unsafe substance may enter a supply. Section 5. Survey and Investigations A. The consumers premises shall be open at all reasonable times to the approved cross-connection control device inspector for the inspection of the presence or absence of cross-connections within the consumer's premises, and testing, repair and maintenance of cross-connection control devices and assemblies within the consumers premises. B. On request by the Director of Public Works,or his authorized representative,the consumer shall furnish information regarding the piping system or systems or water use within the customers premises. The consumers premises shall be open at all reasonable times to the Director of Public Works for the verification of information submitted by the consumer to the public water supply custodian regarding cross-connection survey or inspection results. C. It shall be the responsibility of the water consumer to arrange periodic surveys of water use practices on his premises to determine whether there are actual or potential cross-connections to his water system through which contaminants or pollutants could backflow into his or the public potable water system. All cross-connection control or other plumbing inspections must be conducted in accordance with the Illinois Plumbing License Law,225 ILCS 32013(1). D. It is the responsibility of the water consumer to prevent backflow into the public water system by ensuring that: 1. All cross-connections are removed;or approved cross-connection control devices are installed for control of backflow and back-siphonage. 2. Cross-connection control devices shall be installed in accordance with the manufacturers instructions. 3. Cross-connection control devices shall be inspected at the time of installation and at least annually by a person approved by the Agency as a cross-connection control device inspector(CCCDI). The inspection of mechanical devices shall include physical testing in accordance with the manufacturers instructions. 4. Testing and Records a. Each device shall be tested at the time of installation and at least annually or more frequently if recommended by the manufacturer. b. Records submitted to the community public water supply shall be available for inspection by Agency personnel in accordance with 415 ILCS 5119. c. Each device shall have a tag attached listing the date of most recent test, name of CCCDI, and type and date of repairs. 6 6 d. A maintenance log shall be maintained and include: 1. date of each test; 2. name and approval number of person performing the test; 3. test results; 4. repairs or servicing required; 5. repairs and date completed; and 6. service performed and date completed. Section 6. Where Protection is Required A. An approved backflow device shall be installed on all connections to the public water supply as described in the Plumbing Code, 77 III.Adm. Code 890 and the Agency's regulations 35 Ill.Adm. Code 653. In addition, an approved backflow prevention assembly shall be installed on each service line to a consumer's water system serving premises, where in the judgment of the Director of Public Works, actual or potential hazards to the public water supply system exist. B. An approved backflow prevention device shall be installed on each service line to a consumers water system serving premises where the following conditions exist: 1. Premises having an auxiliary water supply,unless such auxiliary supply is accepted as an additional source by the Director of Public Works and the source is approved by the Illinois Environmental Protection Agency. 2. Premises on which any substance is handled which can create an actual or potential hazard to the public water supply system. This shall include premises having sources or systems containing process fluids or waters originating from the public water supply system,which are no longer under the sanitary control of the Director of Public Works. 3. Premises having internal cross-connections that,in the judgment of the Director of Public Works and the Cross-Connection Control Device Inspector, are not correctable or intricate plumbing arrangements which make it impractical to determine whether or not cross-connections exist. 4. Premises where,because of security requirements or other prohibitions or restrictions,it is impossible or impractical to make a complete cross-connection survey. 5. Premises having a repeated history of cross-connections being established or re-established. C. An approved backflow device shall be installed on all connections to the public water supply as described in the Plumbing Code,77 III.Adm. Code 890 and the Agency's regulations 35 Ill.Adm. Code 653. In addition,an approved backflow prevention device shall be installed on each service line to a consumers water system serving, but not necessarily limited to,the following types of facilities unless the Director of Public Works determines that no actual or potential hazard to the public water supply system exist: 1. Hospitals, mortuaries, clinics, nursing homes. 2. Laboratories. 3. Piers,docks,waterfront facilities. 4. Sewage treatment plants, sewage pumping stations or storm water pumping stations. 5. Food or beverage processing plants. 6. Chemical plants. 7 7 7 Metal plating industries. 8. Petroleum processing or storage plants. 9. Radioactive material processing plants or nuclear reactors. 10. Car washes. 11. Pesticide,or herbicide or extermination plants and trucks. 12. Farm service and fertilizer plants and trucks. Section 7. Type of Protection Required A. The type of protection required under Sections 6(A),6(B),and 6(C)of these regulations shall depend on the degree of hazard,which exists as follows: 1. An approved fixed proper air gap separation shall be installed where the public water supply system may be contaminated with substances that could cause a severe(high) health hazard. 2. An approved fixed proper air gap separation or an approved reduced pressure principle backflow prevention device shall be installed where the public water supply system may be contaminated with a substance that could cause a system or(high) health hazard. 3. An approved fixed proper air gap separation or an approved reduced pressure principle backflow prevention assembiy, or a double check valve assembly, shall be installed where the public water supply system may be polluted with substances that could cause a pollution hazard not dangerous to health (low health hazard). B. Where a public water supply or an auxiliary water supply is used for a fire protection system, reduced pressure principle backflow preventers shall be installed on fire safety systems connected to the public water supply when: 1. the fire safety system contains antifreeze,fire retardant or other chemicals; 2. water is pumped into the system from another source;or 3. water flows by gravity from a non-potable source;or water can be pumped into the fire safety system from any other source; 4. there is a connection whereby another source can be connected to the sprinkler system. C. All other fire safety systems connected to the potable water supply shall be protected by a double check valve assembly on metered service lines and a double detector check valve assembly on unmetered service. Section 8. Backflow Prevention Devices A. All backflow prevention devices or methods required by these rules and regulations shall be approved by the Research Foundation for Cross-Connection Control of the University of Southern California,American Water Works Association, American Society of Sanitary Engineering, or American National Standards Institute or certified by the National Sanitation Foundation to be in compliance with applicable industry specification, and listed in the Illinois Plumbing Code, 77 III.Adm. 890. B. Installation of approved devices shall be made in accordance with the manufacturer's instructions and 35 III.Adm. Code 653.802, and only as specified by the Research Foundation for Cross-Connection Control of the University of Southern California or applicable industry specifications. Maintenance as recommended by the manufacturer of the device shall be performed. Manufacturer's maintenance manual shall be available on-site. Section 9. Inspection and Maintenance 8 8 A. it shall be the duty of the consumer at any premises on which backflow prevention devices required by these regulations are installed to have inspection, tests, maintenance and repair made in accordance with the following schedule or more often where inspections indicate a need or are specified in manufacturef's instructions. 1. Fixed proper air gap separations shall be inspected to document that a proper vertical distance is maintained between the discharge point of the service line and the flood level rim of the receptacle at the time of installation and at least annually thereafter. Corrections to improper or bypassed air gaps shall be made within 24 hours. 2. Double check valve assemblies shall be inspected and tested at time of installation and at least annually thereafter, and required service performed within fifteen(15)days. 3. Reduced pressure principle backflow prevention devices shall be tested atthe time of installation and at least annually or more frequently if recommended by the manufacturer, and required service performed within five(5)days. B. Testing shall be performed by a person who has been approved by the Agency as competent to service the device. Proof of approval shall be in writing. C. Each device shall have a tag attached listing the date of most recent test or visual inspection, name of tester,and type and date of repairs. D. A maintenance log shall be maintained and include: 1 date of each test or visual inspection; 2. name and approval number of person performing the test or visual inspection; 3. test results; 4. repairs or servicing required; 5. repairs and date completed; and 6. servicing performed and date completed. E. Whenever backflow prevention devices required by these regulations are found to be defective, they shall be repaired or replaced at the expense of the consumer without delay as required by Section 9A. F, Backfiow prevention devices shall not be bypassed, made inoperative, removed or otherwise made ineffective without specific authorization by the Director of Public Works. Section 10. Booster Pumps A. Where a booster pump has been installed on the service line to or within any premises, such pump shall be equipped with a low pressure cut-off device designed to shut-off the booster pump when the pressure in the service line on the suction side of the pump drops to 20 psi or less. B. It shall be the duty of the water consumer to maintain the low pressure cut-off device in proper working order and to certify to the Director of Public Works,at least once a year, that the device is operable. Section 11.Violations A. The Director of Public Works shall deny or discontinue,after reasonable notice to the occupants thereof,the water service to any premises wherein any backflow prevention device required by these regulations is not installed,tested, maintained and repaired in a manner acceptable to the Director of Public Works, or if it is found that the backflow prevention device has been removed or bypassed,or if an unprotected cross-connection exists on the premises,or if a low pressure cut-off required by these regulations is not installed and maintained in working order. B. Water service to such premises shall not be restored until the consumer has corrected or eliminated such conditions or defects in conformance with these regulations and to the satisfaction of the Director of Public Works,and the required 9 9 reconnection fee is paid. C. Water service to such premises shall not be restored until the consumer has corrected or eliminated such conditions or defects in conformance with these Regulations to the satisfaction of the Superintendent of Utilities/Operations. D. Neither the Director of Public Works,or its agents or assigns shall be liable to any customers of the United City of Yorkville for any injury,damages,or lost revenues which may result from termination of said customer's water supply in accordance with the terms of this ordinance,whether or not said termination of the water supply was with or without notice. E. The consumer responsible for back-siphoned material or contamination through backflow, if contamination of the potable water supply system occurs through an illegal cross-connection or an improperly installed, maintained or repaired device, or a device which has been bypassed, must bear the cost of clean-up of the potable water supply system. F. Any person found to be violating any provision of these Rules and Regulations shall be served with written notice stating the nature of the violation and providing a reasonable time limit for the satisfactory correction thereof. The offender shall,within the period of time stated in such notice, permanently cease all violation. G. Any person who has knowledge of a backflow into any potable water system or the public water system must report that backflow to the water department immediately upon becoming aware of the backflow. Any person violating any of the provisions of these Rules and Regulations in addition to the fine provided, shall become liable to United City of Yorkville for any expense, loss or damage occasioned by reason of such violations,whether the same was caused before or after notice. Section 12. Severability If any provision this ordinance or application thereof to any person or circumstance is held invalid,such invalidity does not affect other provisions or applications of the ordinance which can be given effect without the invalid application or provision, and to this end the provisions of each ordinance enacted after the effective date of this ordinance are severable, unless otherwise provided by the ordinance. Section 13. Effective Date These Rules and Regulations shall be in full force and effect from and after upon it passage and publication. PASSED AND APPROVED this day of ,2___. Rev. 8-0408-2005-ib 10 10 C►T Reviewed By: Agenda Item Number Legal ❑ tc7 Finance ❑ X51: � _� �s3s Engineer ❑ -�� g Tracking Number City Administrator ❑ 0 .t .Q Consultant ❑ ❑ ALE Agenda Item Summary Memo Title: Supplemental MFT Appropriation Meeting and Date: October 21, 2008 PW committee Synopsis: Supplemental resolution to release funds from the MFT fund to purchase salt Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: approval Council Action Requested: approval Submitted by: Eric Dhuse Public Works Name Department Agenda Item Notes: Memorandum To: Joe Besco, Chairman Esr. 1 .1836 From: Eric Dhuse, Director of Public Works .�. .� ` y CC: p Date: September 26, 2008 Subject: supplemental resolution for salt purchase Joe, Attached please find the supplemental resolution for the purchase of bulk rock salt through our NET funds. Our original estimate was for$86,000.00 for 2000 tons of salt. This estimate was made in March, before anyone became aware of the "shortage" of salt or the subsequent lack of bids for Kendall County. Due to those facts,we will need to appropriate an additional $113,909.00 to cover the full cost for salt this year. I am also asking for an appropriation of $18,500 for a de-icing agent that we add to the salt. By appropriating these funds, I feel that we will actually save money by reducing our salt usage. I would ask that this item be placed on the October 21, 2008 Public Works Committee agenda for discussion. If you have any questions or concerns, please let me know. P_rlt Resolution for Maintenance of Illinois De- Streets and Highways by Municipality of Trarsport Mon 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 $132,409.00 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, 2008 (Date) to April 30, 2009 (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 September 23, 2008 (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) Authorized MFT Expenditure Date Department of Transportation Regional Engineer Page 1 of 1 BLR 14230(Rev.9105) Printed on 10/14/2008 10:46:58 AM Illinois DepartmerYt Municipal Estimate of of Transportation Maintenance Costs Section Number 08 -00000 -00-GM Period from 05/01/2008 to 04/30/2009 Municipality Yorkville Estimated Cost of Maintenance Operations Maintenance For Group 1, 11 or III Material E ui ment or Labor Operation Group Unit Operation (No.—Description) p,u,n+,M Item Unit Qua2TYL Price Cost Cost Snow Removal II Bulk Rock Salt TON 1140 99.92 113909.00 113 909.00 11 Geo-melt 55 de-icer GAL 7500 2.40 18000.00 18,000.00 °x Total Day Labor Costs Total Estimated Maintenance Operation Cost $131,909.00 Preliminary Engineering Engineering Inspection Material Testing Total Estimated Engineering Cost Total Estimated Maintenance Cost Submitted: Approved: Date Dale By; PW Director Municipal Official Title Regional Engineer Submit Four(4) Copies to Regional Engineer Page 1 or 1 BLR 14231 (Rev.7105) Printed on 1011412008 10:49-.14 AM Bulk_ Rock Salt vs. Bulk Rock Salt wlgeomelt 55 additive Salt Costs % of contract tonnage price cost 120 2400 $99.92 $239,808.00 100 2000 $99.92 $199,840.00 70 1400 $99.92 $139,888.00 Geomelt claims a minim_ um of 25% reduction in salt usage. Using the 1009/6 figures as a base number % of contract tonnage price cost 100 2000 $99.92 $199,840.00 25 % Reduction Costs 75% 1500 $99.92 $149,880.00 Cost of Geomelt 5 gallons per ton of salt application rate _gallons price/gal cost 7500 $2.40 $18,000.00 Cost w/Geomelt Cost w/o geomelt $167,880.00 $199,840.00 melt C/p Reviewed By: Agenda Item Number Zo �' 0 Legal ❑ �'rr Finance ❑ tg -< -� �6 City Administrator strator ❑ `uR Tracking Number � I 20 Consultant ❑ <LE ��• Agenda Item Summary Memo Title: Kendall County Stormwater Management Plan Meeting and Date: October 21, 2008 Public Works Committee Synopsis: Recommend that we participate in the plannin of the Kendall County Stormwater Management Plan. 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: cl ry 0 Memorandum ESE: f 1838 To: Brendan McLaughlin, City , dmini trator From: Joe Wywrot, City Engineer p CC. Lisa Pickering, Deputy Ci y erk <LE Date: October 15, 2008 Subject: Kendall County Stormwater Management Plan Attached find a letter from Kendall County asking if Yorkville wants to participate in the planning process for the proposed Kendall County Unified Stormwater Management Plan. The program will develop unified stormwater guidelines to be used county-wide,both in unincorporated and incorporated areas. Also attached find the guidance document for the stormwater management plan. The stormwater management program is authorized by Public Act 94-0675, and would be conceptually similar to county-wide stormwater management plans currently in use in Kane, Will, DeKalb, and DuPage counties. Since a county-wide stormwater management plan will have an impact on standards used by developments in Yorkville, )recommend that we become a member of the Stormwater Planning Committee so our voice will be heard as the Unified Stormwater Management Plan is developed. Please place this item on the October 21, 2008 Public Works Committee agenda for consideration. PLANNING, BUILDING & ZONING DEPARTMENT 111 WEST FOX STREET- ROOM 316 YORKVILLE, ILLINOIS 60560-1498 FE _19,1841 ; 6301553-4141 • FAX 6301553-4179 BR�A-�. _. September 12, 2008 Joe Wywrote City Engineer 800 Game Farm Road Yorkville, IL 60560 Re: Kendall County Stormwater Management Program Dear Joe Wywrote, In August of 2005, the Illinois Legislature enacted Public Act 94-0675 enabling creation of a countywide stormwater management authority in Kendall County. In brief, the legislation has three purposes: 1. To consolidate the existing county and municipal stormwater management framework into a united, countywide structure. 2. To set minimum standards for floodplain and stormwater management in the county. 3. To prepare a countywide plan for the management of stormwater runoff, including the management of natural and man-made drainageways. Over the past couple of years Kendall County has been preparing for implementation of this legislation through a Technical Committee made up of representatives from the county and municipalities within the county. This Technical Committee has been developing a guidance document for Kendall County's stormwater management program and will be completing tl;eir work shy fly. To move forward with implementation of the legislation, the Kendall County Board will be creating a Stormwater Planning Committee. This committee will be made up of equal numbers of County Board members and municipal representatives and will have the principal duty of establishing Kendall County's stormwater management program including development of a Countywide Stormwater Management Plan. As a municipality located wholly within Kendall County, you will be integral to creation of the Stormwater Planning Committee and development of the Countywide Stormwater Management Plan. Therefore, Kendall County is asking for a written commitment from your municipal governing body to participate in Kendall County's stormwater management planning program. We request this commitment be provided to the Kendall County Board by October 31, 2008, so that we may proceed with creation of the Kendall County Stormwater Planning Committee. Attached with this letter is an outline of the legislation along with a copy of the actual legislation text for your information. We will be holding a meeting on Wednesdays September 24 at 4:00 P.M. in the Kendall County Board Room, 111 West Fox Street, Yorkville. This meeting will present the status of Kendall County's stormwater management program and will give you an opportunity to ask any questions you may have. In the mean time, you are welcome to contact Mike Waldron at Strand Associates (815- 744-4200, mike.waldron @strand.com) with any questions or if you would like to send a representative to participate in the Technical Committee. Sincerely, Anne Vickery Acting Chair of County Board Enclosure(s) c: Jeff Wehrli--Kendall County Board Larry Nelson—Kendall County Ad Hoc Zoning Committee Jerry Dudgeon—Kendall County PB&Z Mike Waldron—Strand Associates,Inc. Fran Klass-Kendall County Highway Engineer OUTLINE OF STORMWATER MANAGEMENT ACT (SB1910) Effective Date August 23, 2005 I. Purpose A. Consolidating the existing stormwater management framework of each community and the county into a united, countywide structure. B. Setting minimum standards for floodplain and stormwater management. C. Preparing a countywide plan for the management of stormwater runoff, including the management of natural and man-made drainage ways, and the incorporation of watershed plans. H. Stormwater Management Planning Committee A stormwater management Planning Committee may be established by County Board resolution made up of the following: ■ Equal numbers County Board members and municipal representatives from each district (voting members) Others as determined by County Board and municipal membership (non- voting members) ■ Municipalities in more than one county may participate in either county or both counties ■ May establish subcommittees to serve watersheds or smaller divisions of the county III. f=unctions The Planning Committee shall adopt bylaws to govern the functions of the Committee IV. Principal Duties A. Develop a stormwater management plan B. Direct the plan's implementation and revision C. Meet at least quarterly D. Hold at least one public meeting during preparation E. Make grants to units of local government F. No power of eminent domain V. Requirements A. Coordinate planning with adjoining counties to prevent impacts on levels or flows. B. Must submit plan to 1DNR-Office of Water Resources for their review and recommendations. C. Hold at least one Public Hearing D. County Board must enact the proposed plan by ordinance. VI. Rules and Regulations A. May prescribe rules and regulations for flood plain management B. May prescribe rules and regulations for location, width, course, and release rate of all runoff, streams, and basins in the county. C. Land, facilities, and drainage district facilities servicing production agriculture shall not be subject to these rules and regulations. D. Rules and regulations must at least meet floodplain standards of IDNR-OWR and FEMA for participation in NFIP. E. May not impose more stringent water quality standards on entities already discharging in accordance with a valid NPDES permit. VII. Implementation A. May adopt a schedule of fees to mitigate effects of increased stormwater runoff from new development based on actual costs (impact costs for regional detention, fee-in-lieu of). May not exceed actual on-site cost B. May adopt an annual tax not to exceed 0.20% on all taxable property for the purpose of implementing this authority or activities provided for in the plan. C. Tax shall not be levied until approved by a majority of elector voters. D. May offer property tax abatements (where applicable) for property owners who implement approved stormwater management devices. E. Staff expenses of the Stormwater Committee may not exceed 20% of the annual budget. F. County may issue GO bonds for implementation. Following is the entire act as published. (55 ILCS 5/5-1062.2) Sec. 5-1062.2. stormwater management. (a) The purpose of this Section is to allow management and mitigation of the effects of urbanization on stormwater drainage in the metropolitan counties of Madison, St. Clair, Monroe, Kankakee, Grundy, LaSalle, DeKalb, Kendall, and Boone and references to "county" in this Section apply only to those counties. This Section does not apply to counties in the Northeastern Illinois Planning Commission that are granted authorities in Section 5-1062. The purpose of this Section shall be achieved by: (1) Consolidating the existing stormwater management framework into a united, countywide structure. (2) Setting minimum standards for floodplain and stormwater management. (3) Preparing a countywide plan for the management of stormwater runoff, including the management of natural and man-made drainageways. The countywide plan may incorporate watershed plans. (b) A stormwater management planning committee may be established by county board resolution, with its membership consisting of equal numbers of county board and municipal representatives from each county board district, and such other members as may be determined by the county and municipal members. If the county has more than 6 county board districts, however, the county board may by ordinance divide the county into not less than 6 areas of approximately equal population, to be used instead of county board districts for the purpose of determining representation on the stormwater management planning committee. The county board members shall be appointed by the chairman of the county board. Municipal members from each county board district or other represented area shall be appointed by a majority vote of the mayors of those municipalities that have the greatest percentage of their respective populations residing in that county board district or other represented area. All municipal and county board representatives shall be entitled to a vote; the other members shall be nonvoting members, unless authorized to vote by the unanimous consent of the municipal and county board representatives. A municipality that is located in more than one county may choose, at the time of formation of the stormwater management planning committee and based on watershed boundaries, to participate in the stormwater management planning program of either or both of the counties. Subcommittees of the stormwater management planning committee may be established to serve a portion of the county or a particular drainage basin that has similar stormwater management needs. The stormwater management planning committee shall adopt bylaws, by a majority vote of the county and municipal members, to govern the functions of the committee and its subcommittees. Officers of the committee shall include a chair and vice chair, one of whom shall be a county representative and one a municipal representative. The principal duties of the committee shall be to develop a stormwater management plan for presentation to and approval by the county board, and to direct the plan's implementation and revision. The committee may retain engineering, legal, and financial advisors and inspection personnel. The committee shall meet at least quarterly and shall hold at least one public meeting during the preparation of the plan and prior to its submittal to the county board. The committee may make grants to units of local government that have adopted an ordinance requiring actions consistent with the stormwater management plan and to landowners for the purposes of stormwater management, including special projects; use of the grant money must be consistent with the stormwater management plan. The committee shall not have or exercise any power of eminent domain. (c) In the preparation of a stormwater management plan, a county stormwater management planning committee shall coordinate the planning process with each adjoining county to ensure that recommended stormwater projects will have no significant impact on the levels or flows of stormwaters in inter-county watersheds or on the capacity of existing and planned stormwater retention facilities. An adopted stormwater management plan shall identify steps taken by the county to coordinate the development of plan recommendations with adjoining counties. (d) The stormwater management committee may not enforce any rules or regulations that would interfere with (i) any power granted by the Illinois Drainage Code (70 ILCS 605/) to operate, construct, maintain, or improve drainage systems or (ii) the ability to operate, maintain, or improve the drainage systems used on or by land or a facility used for production agriculture purposes, as defined in the Use Tax Act 135 ILCS 105/) , except newly constructed buildings and newly installed impervious paved surfaces. Disputes regarding an exception shall be determined by a mutually agreed upon arbitrator paid by the disputing party or parties. (e) Before the stormwater management planning committee recommends to the county board a stormwater management plan for the county or a portion thereof, it shall submit the plan to the Office of Water Resources of the Department of Natural Resources for review and recommendations. The Office, in reviewing the plan, shall consider such factors as impacts on the levels or flows in rivers and streams and the cumulative effects of stormwater discharges on flood levels. The Office of Water Resources shall determine whether the plan or ordinances enacted to implement the plan complies with the requirements of subsection (f) . Within a period not to exceed 60 days, the review comments and recommendations shall be submitted to the stormwater management planning committee for consideration. Any amendments to the plan shall be submitted to the Office for review. (f) Prior to recommending the plan to the county board,the stormwater management planning committee shall hold at least one public hearing thereon and shall affozd interested persons an opportunity to be heard. The hearing shall be held in the county seat. Notice of the hearing shall be published at least once no less than 15 days in advance of the hearing in a newspaper of general circulation published in the county. The notice shall state the time and place of the hearing and the place where copies of the proposed plan will be accessible for examination by interested parties. If an affected municipality having a stormwater management plan adopted by ordinance wishes to protest the proposed county plan provisions, it shall appear at the hearing and submit in writing specific proposals to the stormwater management planning committee. After consideration of the matters raised at the hearing, the committee may amend or approve the plan and recommend it to the county board for adoption. The county board may enact the proposed plan by ordinance. If the proposals for modification of the plan made by an affected municipality having a stormwater management plan are not included in the proposed county plan, and the municipality affected by the plan opposes adoption of the county plan by resolution of its corporate authorities, approval of the county plan shall require an affirmative vote of at least two-thirds of the county board members present and voting. If the county board wishes to amend the county plan, it shall submit in writing specific proposals to the stormwater management planning committee. If the proposals are not approved by the committee, or are opposed by resolution of the corporate authorities of an affected municipality having a municipal stormwater management plan, amendment of the plan shall require an affirmative vote of at least two-thirds of the county board members present and voting. (g) The county board may prescribe by ordinance reasonable rules and regulations for floodplain management and for governing the location, width, course, and release rate of all stormwater runoff channels, streams, and basins in the county, in accordance with the adopted stormwater management plan. Land, facilities, and drainage district facilities used for production agriculture as defined in subsection (d) shall not be subjected to regulation by the county board or stormwater management committee under this Section for floodplain management and for governing location, width, course, maintenance, and release rate of stormwater runoff channels, streams and basins, or water discharged from a drainage district. These rules and regulations shall, at a minimum, meet the standards for floodplain management established by the Office of Water Resources and the requirements of the Federal Emergency Management Agency for participation in the National Flood Insurance Program. The Commission may not impose more stringent regulations regarding water quality on entities discharging in accordance with a valid National Pollution Discharge Elimination System permit issued under the Environmental Protection Act. (h) In accordance with, and if recommended in, the adopted stormwater management plan, the county board may adopt a schedule of fees as may be necessary to mitigate the effects of increased stormwater runoff resulting from new development based on actual costs. The fees shall not exceed the cost of satisfying the onsite stormwater retention or detention requirements of the adopted stormwater management plan. The fees shall be used to finance activities undertaken by the county or its included municipalities to mitigate the effects of urban stormwater runoff by providing regional stormwater retention or detention facilities, as identified in the county plan. The county board shall provide for a credit or reduction in fees for any onsite retention, detention, drainage district assessments, or other similar stormwater facility that the developer is required to construct consistent with the stormwater management ordinance. All these fees collected by the county shall be held in a separate fund, and shall be expended only in the watershed within which they were collected. (i) For the purpose of implementing this Section and for the development, design, planning, construction, operation, and maintenance of stormwater facilities provided for in the stormwater management plan, a county board that has established a stormwater management planning committee pursuant to this Section may cause an annual tax of not to exceed 0.20% of the value, as equalized or assessed by the Department of Revenue, of all taxable property in the county to be levied upon all the taxable property in the county or occupation and use taxes of 1/10 of one cent. The property tax shall be in addition to all other taxes authorized by law to be levied and collected in the county and shall be in addition to the maximum tax rate authorized by law for general county purposes. The 0.20% limitation provided in this Section may be increased or decreased by referendum in accordance with the provisions of Sections 18-120, 18-125, and 18-130 of the Property Tax Code (35 ILCS 200/) . Any revenues generated as a result of ownership or operation of facilities or land acquired with the tax funds collected pursuant to this subsection shall be held in a separate fund and be used either to abate such property tax or for implementing this Section. However, the tax authorized by this subsection shall not be levied until the question of its adoption, either for a specified period or indefinitely, has been submitted to the electors thereof and approved by a majority of those voting on the question. This question may be submitted at any election held in the county after the adoption of a resolution by the county board providing for the submission of the question to the electors of the county. The county board shall certify the resolution and proposition to the proper election officials, who shall submit the proposition at an election in accordance with the general election law. If a majority of the votes cast on the question is in favor of the levy of the tax, it may thereafter be levied in the county for the specified period or indefinitely, as provided in the proposition. The question shall be put in substantially the following form: Shall an annual tax be levied for stormwater management purposes (for a period of not more than _ years) at a rate not exceeding . . . . .% of the equalized assessed value of the taxable property of County? Or this question may be submitted at any election held in the county after the adoption of a resolution by the county board providing for the submission of the question to the electors of the county to authorize use and occupation taxes of 1/10 of one cent: Shall use and occupation taxes be raised for stormwater management purposes (for a period of not more than . . . . . years) at a rate of 1/10 of one cent for taxable goods in . . . . . County? Votes shall be recorded as Yes or No. (j) For those counties that adopt a property tax in accordance with the provisions in this Section, the stormwater management committee shall offer property tax abatements or incentive payments to property owners who construct, maintain, and use approved stormwater management devices. For those counties that adopL use and occupation taxes in accordance with the provisions of this Section, the stormwater management committee may offer tax rebates or incentive payments to property owners who construct, maintain, and use approved stormwater management devices. The stormwater management committee is authorized to offer credits to the property tax, if applicable, based on authorized practices consistent with the stormwater management plan and approved by the committee. Expenses of staff of a stormwater management committee that are expended on regulatory project review may be no more than 20% of the annual budget of the committee, including funds raised under subsections (h) and (i) . (k) Any county that has adopted a county stormwater management plan under this Section may, after 10 days written notice receiving consent of the owner or occupant, enter upon any lands or waters within the county for the Purpose of inspecting stormwater facilities or causing the removal of any obstruction to an affected watercourse. If consent is denied or cannot be reasonably obtained, the county ordinance shall provide a process or procedure for an administrative warrant to be obtained. The county shall be responsible for any damages occasioned thereby. (1) Upon petition of the municipality, and based on a finding of the stormwater management planning committee, the county shall not enforce rules and regulations adopted by the county in any municipality located wholly or partly within the county that has a municipal stormwater management ordinance that is consistent with and at least as stringent as the county plan and ordinance, and is being enforced by the municipal authorities. On ,issues that the county ordinance is more stringent as deemed by the ,--omnittee, Lho coi?.nty shall cnly -rnforcc r;slezi and regulations adopted by the county on the more stringent issues and accept municipal permits. The county shall have no more than 60 days to review permits or the permits shall be deemed approved. (m) A county may issue general obligation bonds for implementing any stormwater plan adopted under this Section in the manner prescribed in Section 5-1012; except that the referendum requirement of Section 5-1012 does not apply to bonds issued pursuant to this Section on which the principal and interest are to be paid entirely out of funds generated by the taxes and fees authorized by this Section. (n) The powers authorized by this Section may be implemented by the county board for a portion of the county subject to similar stormwater management needs. (o) The powers and taxes authorized by this Section are in addition to the powers and taxes authorized by Division 5-15; in exercising its powers under this Section, a county shall not be subject to the restrictions and requirements of that Division. (Source: P.A. 99-675, eff. 8-23-05. ) County of Kendall Guidance and Recommendations for Creation of a Unified Stormwater Management Plan DRAFT 1 Prepared by: Kendall County Stormwater Technical Committee August 2008 BTRAND As Su=lATyS IlvG ENG1%E @FS' TABLE OF CONTENTS Page No. DIVISION 1 — BACKGROUND AND PURPOSE 1.01 Background of Stormwater Management in Kendall County..................... 1.02 Purpose of this Document.......................................................................... 1.03 Organization of this Document................................................................... DIVISION 2— GOALS AND OBJECTIVES 2.01 Establish Uniform Stormwater Standards ................................................. 2.02 Reduce Stormwater Runoff Quantity ........................................................ 2.03 Increase Water and Stormwater Runoff Quality ........................................ 2.04 Flood Mitigation and Protection ................................................................. 2.05 Soil Erosion, Debris, and Sedimentation Control....................................... 2.06 Identify, Protect, and Maintain Natural Resources..................................... 2.07 Common Operations and Services ........................................................... 2.08 Public Awareness and Education ............................................................. DIVISION 3 — EXISTING STORMWATER MANAGEMENT PROGRAMS 3.01 Local Government ..................................................................................... 3.02 Agencies ................................................................................................... 3.03 Districts ...................................................................... ..................... 3.04 Interest Groups ......................................................................................... DIVISION 4 —STORMWATER MANAGEMENT PLANNING 4.01 Organization .............................................................................................. 4.02 Purpose and Objectives ............................................................................ 4.03 Technical Advisory Committee ................................................................. 4.04 Stormwater Management Plan Outline ..................................................... DIVISION 5 - IMPLEMENTATION 5.01 Administration............................................................................................ 5.02 Schedule.................................................................................................... 5.03 Funding ..................................................................................................... APPENDICES APPENDIX A—SUMMARY AND TEXT OF STORMWATER MANAGEMENT LEGISLATION APPENDIX B — DIVISION 1 BACKGROUND AND PURPOSE Kendall County Guidance and Recommendations for Creation Division 1 Of a Unified Stormwater Management Plan Background and Purpose 1.01 BACKGROUND OF STORMWATER MANAGEMENT IN KENDALL COUNTY Until very recently, stormwater management activities in Kendall County have been performed by the various municipal, township, and county officials of local government without much of any coordination or partnership. Many of the municipalities and the county currently have and apply their own individual stormwater management ordinances, perform land use and stormwater management planning for their respective jurisdiction, and pursue stormwater management improvements within their corporate boundaries. The shortcoming of the current stormwater management structure and activities in Kendall County is in the fact that stormwater does not recognize corporate boundaries. Flooding occurs in municipalities and unincorporated lands concurrently. Surface water pollution and soil erosion impact both municipal waterways and county waterways because of land use and development activities being performed in both jurisdictions.Addressing the multitude of stormwater related issues is not effective on an individual basis but requires a cooperative effort on a watershed and regional basis. The opportunity to create such a regional partnership was provided to Kendall County, the municipalities and the county, in August 2005 through Senate Bill 1910 and eventually Public Act 94- 0675 (55 ILCS 515-1062.2). This Act provides Kendall County the authority to manage and mitigate the effects of urbanization on stormwater drainage throughout the county. The Act establishes the following specific purposes for the authority. A. To consolidate the existing stormwater management framework of each community and the county into a united, countywide structure. B. To set minimum standards for floodplain and stormwater management. C. To prepare a countywide plan for the management of stormwater runoff, including the management of natural and man-made drainage ways, and the incorporation of watershed plans. The Act has the following components to implement the authority. A. Establish a Stormwater Management Planning Committee (SMPC) to administer the authority under the governance on the County Board. B. Adopt bylaws to govern the function of the SMPC. C. Develop a unified stormwater management plan for Kendall County DRAFT 1 Prepared by Strand Associates, Inc.' 1-1 initiaisiS:'JDL%6500•-6 59 916 5 5 817 0 75Wrd1Gwdance Documenmivision 1.do6100108 Kendall County Guidance and Recommendations for Creation Division 1 Of a Unified Stormwater Management Plan Background and Purpose D. Develop ordinances to regulate stormwater management, flood control, natural and manmade drainage ways and water resources in Kendall County. E. Implement and fund stormwater management activities in Kendall County. A summary of the Act and a copy of the published Act are found in the Appendix of this document. Throughout this document the components of the Act are discussed in more detail. 1.02 PURPOSE OF THIS DOCUMENT The authority to unify stormwater management activities in Kendall County is a great opportunity for the communities and the county to partner in addressing stormwater issues that impact both interests. However, it is also understood that implementation of such authority can be an immense and daunting task. It is the intention of this document to provide general guidance and recommendations for implementation of the authority from establishment of a Stormwater Management Planning Committee to administration of stormwater ordinances and stormwater projects. At the end of 2006, Kendall County established the Kendall County Stormwater Technical Committee (STC). This was an ad-hoc committee made up of staff and representatives of the county and the communities in the county as well as representatives of the Kendall County Soil and Water Conservation District. This committee was comprised of the people who deal with stormwater management issues on behalf of their respective communities and agencies on a daily basis in Kendall County. Together the STC has created this document as a framework for the Kendall County Unified Stormwater Management Plan. The purpose of this document is to be used by the eventual Stormwater Management Planning Committee as a reference and guide for a course of action in their implementation of the county's stormwater authority. As sections of this document were drafted by the STC they were shared with the communities and county governing boards for review and comment. It is the intention that the majority of this document has been considered by each of the communities and the county and represents a unified understanding as to the goals, objectives, values, and direction that the county wishes to take in implementation of the Countywide Stormwater Management Authority. 1.03 ORGANIZATION OF THIS DOCUMENT This document consists of four parts: Goals and Objectives This part presents the goals and objectives identified by the STC as the foundation for the Unified Stormwater Management Plan representing the values desired to be reflected in the ordinances and programs governing and guiding stormwater management in Kendall County. DRAFT 1 Prepared by Strand Associates, Inc.` 9-2 In liais\s.1JbL\6500--65991655a17071Wrd1Guidance DocumenllDivision 1.doc11001U8 Kendall County Guidance and Recommendations for Creation Division 1 Of a Unified Stormwater Management Plan Background and Purpose Existing Stormwater Management Programs This part provides a summary of current standards governing stormwater management in the various communities and the county. It also presents a listing of more specific stormwater related issues discussed by the STC and the general consensus as to how these issues may be handled through the Stormwater Management Plan, Stormwater Management Ordinance, and associated programs. Stormwater Management Planning This part presents Kendall County's organization of the Stormwater Management Planning Committee (SMPC), recommendations on establishment of a Technical Advisory Committee to the SMPC, and a proposed Stormwater Management Plan outline to provide a glimpse of the potential content of Kendall County's Plan. Implementation This part provides recommendations and prioritization of action items to be undertaken by the SMPC along with a opinion of projected schedule for these action items. This section also briefly presents some potential funding options for consideration by the SMPC. DRAFT 1 Prepared by Strand Associates, Inc. 1-3 InitialsZ5 WOL1 6500-659915558t70nWrdlGuidance Document0vision 1.dae1100106 DIVISION 2 GOALS AND OBJECTIVES Kendall County Guidance and Recommendations for Creation Division 2 Of a Unified Stormwater Management Plan Goals and Objectives This section discusses the goals and objectives identified by the Kendall County Stormwater Technical Committee for stormwater management in Kendall County. These goals and objectives are intended to lay the foundation for the Kendall County Unified Stormwater Management Plan (SWMP) and are the values desired to be reflected in the ordinances and programs governing and guiding stormwater management in Kendall County. These goals and objectives address stormwater drainage and flooding aspects of stormwater quantity as well as protection and enhancement of water quality, streams, wetlands, and other natural resources. Goal 1 Establish Uniform Stormwater Management Standards To establish stormwater management ordinances with uniform, countywide stormwater standards meeting and promoting the goals and objectives of the Stormwater Management Plan. Goal 2 Reduce Stormwater Runoff Quantity To establish stormwater management measures for all new development and land modification to minimize increases in stormwater runoff, reduce stormwater damages, and to maintain existing stormwater runoff conditions to the maximum extent practical. Goal 3 Increase Stormwater Runoff and Water Quality To establish specific standards to mitigate water quality impacts from new development and land modification including identifying, protecting, and improving floodplains, waterways, lakes, ponds, wetlands, groundwater recharge areas, and natural habitat. Goal 4 Flood Mitigation and Protection To identify and protect flood plain, floodway, and flood prone areas as supported by current, updated, or new watershed studies, data, and mapping. Goal 5 Soil Erosion, Debris, and Sedimentation Control To institute clear requirements and design expectations for soil erosion, construction debris, and sedimentation control during and after land development and construction activities. Goal 6 Identify, Protect, and Maintain Natural Resources To undertake a natural resources identification, classification, protection, and maintenance program for natural resources including wetlands, streams, riparian areas, flood plains, natural depressions and groundwater recharge zones. DRAFT 1 Prepared by Strand Associates, Inc. 2-1 In,tials%S UOL16500--65991655617071wrd1Guidance DocumentUvision 2.doc1100109 Kendall County Guidance and Recommendations for Creation Division 2 Of a Unified Stormwater Management Plan Goals and Objectives Goal 7 Common Operations and Services To coordinate and consolidate municipal and county stormwater management activities and action plans; data collection and storage; permitting processes, tracking, and enforcement; and revenue sources, funding, and reporting. Goal 8 Public Awareness and Education To increase and promote public awareness and understanding of stormwater management issues to support the goals and objectives of the Stormwater Management Plan. Following is further discussion of each goal and the more specific objectives identified to meet each goal. Many of these objectives are specific action items with measurable results. Others are general values and ideals that should underlie the stormwater management efforts. Many of the objectives of each goal will overlap or support other goals. This is because each of the goals is interdependent and no one goal can fully be accomplished without a concerted effort to address all goals. 2.01 ESTABLISH UNIFORM STORMWATER MANAGEMENT STANDARDS A consistent set of minimum standards and practices coordinated between the communities and the county that meet and promote the goals and values of the Unified Stormwater Management Plan will be governance for stormwater management in the county. Cooperation and coordination of these standards is essential to effective and equitable management of stormwater. Objective 1 Create and adopt the Kendall County Unified Stormwater Management Plan that will be the foundation and guide to all other goals and objectives for stormwater management in the county. Objective 2 Create and adopt a countywide Stormwater Management Ordinance to promote the goals of the Unified Stormwater Management Plan through minimum standards and practices that govern development, land use changes, and land management throughout Kendall County. Objective 3 Integrate into the Stormwater Management Ordinance stormwater management recommendations from watershed studies and plans ratified by the Kendall County Stormwater Management Planning Committee to establish watershed specific strategies and technical criteria for stormwater management. Objective 4 Develop a technical reference manual to provide design guidance to meet the requirements of the Stormwater Management Ordinance. Objective 5 Develop a Best Management Practices (BMP) manual presenting recommended BMPs to be implemented for stormwater management in the county. DRAFT 1 Prepared by Strand Associates, Inc 2-2 InibalslS:%JOL1 6500-65991655W0nWrd1Guidance Dacumen6Dcvision 2.doc1100106 Kendall County Guidance and Recommendations for Creation Division 2 Of a Unified Stormwater Management Plan Goals and Objectives 2.02 REDUCE STORMWATER RUNOFF QUANTITY Control of stormwater runoff and more specifically the reduction of runoff increases due to development and land changes is the driving issue in all stormwater management plans. The focus of this goal is to promote stormwater runoff controls that imitate the natural, predevelopment conditions for stormwater management. Objective 1 Endeavor to control both runoff rates and volumes to a measure at or below pre development or land alteration activity conditions and protect existing land from increased flooding and runoff impacts. Objective 2 Establish runoff rate and volume reduction requirements and standards for all land development activities regardless of size and scope. Objective 3 Promote stormwater planning and standards that value handling of stormwater from the point of contact as opposed to conveyance and storage. Objective 4 Develop a Best Management Practices (BMP) manual presenting recommended BMPs to be implemented for stormwater quantity reduction. Objective 5 Implement non-structural Best Management Practices such as zoning and development standards that promote maintenance of natural land conditions, minimize and control impervious surfaces, and increase open space. Objective 6 Strongly promote the use of dedicated open space and natural systems through Best Management Practice guidelines to manage and reduce stormwater storage volumes. Objective 7 Require land restoration practices that utilize native plantings and deep rooted vegetation for open space and stormwater management areas. Objective 8 Develop specific stormwater runoff control standards for new highways and roadways not associated with a larger development. Objective 9 Endeavor to reduce stormwater runoff rates from existing developments that lack stormwater controls or do not meet current standards through new development or retrofit programs. Objective 10 Promote a regional stormwater detention program wherever possible to minimize isolated facilities solely intended for stormwater detention. DRAFT 1 Prepared by Strand Associates, Inc, 2-3 lndialslS:VOL16500--6599%55517071Wrd1Guidance DocumentQvision 2.doc1100108 Kendall County Guidance and Recommendations for Creation Division 2 Of a Unified Stormwater Management Plan Goals and Objectives Objective 11 Establish a program to encourage individual property owners maintain the natural hydrologic system of their land and do not negatively impact adjoining property. 2.03 INCREASE WATER AND STORMWATER RUNOFF AND WATER QUALITY The Stormwater Management Plan must aggressively mitigate water quality impacts from new development and land modification through appropriate and proven Best Management Practices with an emphasis on maintenance of naturally occurring water treatment features such as floodplains, ponds, wetlands, groundwater recharge areas, and other natural habitat. Water quality is not a stand alone parameter but works in hand with water quantity and flood protection endeavors. Objective 1 Require all new development and land modification to implement stormwater quality practices in their site design regardless of size and scope. Objective 2 Mitigate stormwater quality impacts at the site specific level for new development. Objective 3 Promote stormwater quality improvements from new development through open space, natural systems, and non-structural techniques. Objective 4 Develop a Best Management Practices (BMP) manual presenting recommended BMPs to be implemented for stormwater quality improvements. Objective 5 Evaluate opportunities to increase water quality from existing developments. Objective 6 Reduce point and non-point source pollutant discharge into lakes, streams, and rivers. Objective 7 Establish an illicit discharge detection and elimination program. Objective 8 Develop a cooperative between the County Stormwater Management Planning Committee and the agricultural community to reduce negative water quality impacts from agricultural land uses. 2.04 FLOOD MITIGATION AND PROTECTION Mitigation of flood impacts and protection from flood damage in Kendall County needs to be proactive to ensure public safety and welfare. Protection starts with identification of flood areas through updated or new flood studies, watershed studies, and mapping followed by protection of the flood areas through zoning, conservation, and education. DRAFT 1 Prepared by Strand Associates, Inc. 2-4 ErnU als%S:lJOLa6500--65991655817071Wrd1Gudance DocumenhDiVLSion 2.do6100108 Kendall County Guidance and Recommendations for Creation Division 2 Of a Unified Stormwater Management Plan Goals and Objectives Objective 1 Integrate into the Stormwater Management Ordinance requirements to comply with the rules and regulations of the National Flood Insurance Program and be in compliance with all state and federal laws. Objective 2 Actively pursue flood studies of unstudied water ways and unmapped water ways and updates to current flood studies and flood plain mapping throughout the county including petitioning FEMA and IDNR for assistance with these studies. Objective 3 Aggressively protect the regulatory flood plain from development. Objective 4 Document historic and observed flood prone areas in each watershed and pursue study of these areas to identify feasible and practical measures for protection or improvement of these areas to reduce damages from drainage and flooding. Objective 5 Prioritize flood control needs and perform flood studies to develop control alternatives for creation of a capital improvement plan to pursue flood control projects. Objective S Develop a stream gauge and monitoring program for Kendall County. Objective 7 Develop and publish a countywide flood response plan that orchestrates county, municipal, and inter-county resources and stakeholders for coordinated action in cases of flooding including identification of areas with a history of flooding and high risk to public safety and welfare. 2.05 SOIL EROSION, DEBRIS, AND SEDIMENTATION CONTROL Control of soil erosion, construction debris, and sedimentation is a key component to the Stormwater Management Plan as they impact both water quantity and quality goals. Erosion, transport, and sedimentation of soils and debris results from land development and construction activities, modification of stream channels and drainage ways, and un-stabilized land surfaces. Sedimentation reduces conveyance and storage capacity of water ways, floodplains, and natural depressions; impedes and pollutes streams, lakes, and wetlands; necessitates costly maintenance and reparation efforts; and poses a risk to public health and safety through flooding and property damage. The SWMP must establish clear requirements and design expectations for soil erosion and sedimentation control during and after land disturbing activities. Objective 1 Integrate into the Stormwater Management Ordinance requirements to control soil erosion, construction debris, and sedimentation to the maximum extent practical. Objective 2 Establish through a Best Management Practices (BMP) manual design expectations that minimize land disturbance, reduce runoff velocity, and promote soil stabilization measures. DRAFT 1 Prepared by Strand Associates, Inc.' 2-5 lnitais\S 1JOL\6500--6599r6558�7071Wrd1Guidance DxumentQvimn 2.d=1100108 Kendall County Guidance and Recommendations for Creation Division 2 Of a Unified Stormwater Management Plan Goals and Objectives Objective 3 Develop a cooperative between the County Stormwater Management Planning Committee and the agricultural community to reduce soil erosion and sedimentation impacts from agricultural land uses. 2.06 IDENTIFY, PROTECT, AND MAINTAIN NATURAL RESOURCES Recognizing wetlands, streams, riparian areas, flood plains, and natural depressions and recharge zones as valuable natural resources is an important component in the Countywide Stormwater Management Plan critical to the success of the Plan's goals. A formal program for natural resource identification, classification, protection, and maintenance would be new to Kendall County and pursuit of such a program for recreation, flood storage, groundwater recharge, and natural habitat is a progressive necessity for the County. Objective 1 Integrate into the Stormwater Management Ordinance requirements for protection of existing natural areas as dedicated open spaces. Objective 2 Require mitigation and enhancement of physical and environmental characteristics of natural resources impacted or threatened by land alterations or development. Objective 3 Restrict the use of natural resources for meeting stormwater storage, compensatory storage, or flood control requirements associated with land development. Objective 4 Require a maintenance program for all natural areas within a planned land development to include procedures, schedules, responsibility, and funding mechanisms. Objective 5 Identify and classify natural resources on a subwatershed basis and develop a mapping and inventory data base. Objective 6 Develop a program to improve degraded natural resources to restore or enhance their water quality, water quantity, habitat, or recreational functions. Objective 7 Develop a monitoring and maintenance program for all natural resources with runoff conveyance and storage functions. Objective 8 Protect groundwater recharge areas from contamination by stormwater pollutants and other pollutant sources. 2.07 COMMON OPERATIONS AND SERVICES One of the purposes of the Stormwater Management Act is to consolidate the existing stormwater management framework of each community and Kendall County into a united, countywide DRAFT 1 Prepared by Strand Associates, Inc. 2-6 Inilial$\S.%JOL\6500--6599�655817onWrdlGuidance Document0wision 2.doO100108 Kendall County Guidance and Recommendations for Creation Division 2 Of a Unified Stormwater Management Plan Goals and Objectives structure. All of the goals and objectives of Kendall County's Stormwater Management Plan will be achieved through the common operations and services provided by the communities, the county, and the County Stormwater Management Planning Committee. Objective 1 Consolidate the stormwater management practices and policies of each community and the county into a common countywide structure that requires compliance and adherence to the Stormwater Management Plan and adopted ordinances and programs. Objective 2 Coordinate Kendall County's Stormwater Management Plan with the surrounding counties with an emphasis on consistency within common watersheds. Objective 3 Coordinate implementation of the countywide structure by each municipality and the county through a "Certified Community" program malting use of the staff and resources of each community to ensure uniform compliance and adherence to the Stormwater Management Plan and adopted ordinances and programs. Objective 4 Create a data base of stormwater management data and studies available and being maintained by each community and the county. Eventually transfer all data to single source for maintenance and use in creating a county stormwater data repository. Objective 5 Develop a countywide storm sewer and stormwater conveyance map for joint community and county use. Objective 6 Identify public utility and infrastructure that are at risk from overland flow and flooding and incorporate into a countywide flood response plan for early warning and emergency response to protect and reduce damage due to flooding. Objective 7 Identify and develop revenue sources to support efforts to meet the goals and objectives of the Stormwater Management Plan and to fund stormwater management projects throughout the county. Objective 8 Create an annual process to identify short-term and long-term operation and program needs, prioritize desired stormwater management initiatives and programs, and prioritize recommended infrastructure projects through which an annual budget and projected budget is created to guide the Stormwater Management Planning Committee efforts. Objective 9 Track legislative activity in the area of stormwater management and pursue potential funding sources and opportunities. Objective 10 Create an accounting process to track permitting and compliance with countywide stormwater ordinances and programs. DRAFT 1 Prepared by Strand Associates, Inc.' 2-7 Indials'.SUOL16500--55991655817071Wrd1Guidance DDcumenlUwsion 2.doc1100108 Kendall County Guidance and Recommendations for Creation Division 2 Of a Unified Stormwater Management Plan Goals and Objectives Objective 11 Create an annual "State of Kendall Stormwater Management" review and report that assess the progress in attaining the goals and objectives of the Stormwater Management Plan and makes recommendations for amendment or modification of goals, objectives, and the Plan. 2.08 PUBLIC AWARENESS AND EDUCATION Increasing and maintaining stormwater management public awareness is important to the growth of stormwater management in Kendall County and the success of the Stormwater Management Plan. Through education and understanding of the stormwater and surface water factors impacting our environment and through engagement of the general public in the efforts to promote and perform stormwater management practices the Kendall County Stormwater Management Committee will realize greater success in implementation of standards and programs. Objective 1 Solicit public review of the draft Stormwater Management Plan and hold a public hearing to present the draft plan and field comments and questions concerning the plan for consideration in the final plan document. Objective 2 Create a website for the Kendall County Stormwater Management Committee presenting news and making available reports and information to the general public and link the website from the community and county websites. Objective 3 Promote news reporting on Stormwater Management Plan progress and programs. Objective 4 Develop educational programs and workshops to inform and assist landowners with on-site stormwater mitigation and their role in stormwater Best Management Practices including understanding permitting and approval processes. Objective 5 Develop and participate in technical training and workshops for public officials and staff to keep informed on stormwater management technologies and issues. Objective 6 Work with interest groups and agencies to develop community outreach and resourcing for public involvement in restoration and enhancement projects and demonstration programs. DRAFT 1 Prepared by Strand Associates, Inc. 2-8 inih alsti 5.1 JOL16500--6599�65581ZOnWrd1Guidance Document0wislon 2.doc1100108 DIVISION 3 EXISTING STORMWATER MANAGEMENT PROGRAMS Kendall County Guidance and Recommendations for Creation Division 3 Of a Unified Stormwater Management Plan Existing Stormwater Management Programs This section provides a summary of current standards governing stormwater management in the various communities and the county. It also presents a listing of more specific stormwater related issues discussed by the STC and the general consensus as to how these issues may be handled through the Stormwater Management Plan, Stormwater Management Ordinance, and associated programs. 3.01 LOCAL GOVERNMENT In 2006, Kendall County compiled information from the county and several municipalities with corporate limits within Kendall County. The purpose of this task was to identify the standards and requirements for stormwater management in each jurisdiction and to determine how they differed. A matrix of this information is shown in Figure 3.01-X. 3.02 AGENCIES Discussion of stormwater agencies in Kendall County. 3.03 DISTRICTS Discussion of stormwater drainage districts in Kendall County. 3.04 INTEREST GROUPS Discussion of stormwater interest groups in Kendall County. DRAFT 1 Prepared by Strand Associates, Inc." 3-1 InilialslS.1 JOL56500--65991655857071Wrd1Guidance DocumenftDhAsion 3.doc1100108 t m i✓. C ON a Tmy ml PC r a� 00110 . , - in U rt ?EEL r I y All A • - 11 i DIVISION 4 STORMWATER MANAGEMENT PLANNING Kendall County Guidance and Recommendations for Creation Division 4 Of a Unified Stormwater Management Plan Stormwater Management Planning This section presents Kendall County's organization of the Stormwater Management Planning Committee (SMPC), recommendations on establishment of a Technical Advisory Committee to the SMPC, and a proposed Stormwater Management Plan outline to provide a glimpse of the potential content of Kendall County's Plan. 4.01 ORGANIZATION OF STORMWATER MANAGEMENT PLANNING COMMITTEE Discussion of Kendall County's organizational plan for the Stormwater Management Planning Committee. A Stormwater Management Planning Committee will be established by County Board resolution made up of the following: • Equal numbers County Board members and municipal representatives from each district (voting members) • Others as determined by County Board and municipal membership (non-voting members) • Municipalities in more than one county may participate in either county or both counties • May establish subcommittees to serve watersheds or smaller divisions of the county 4.02 PURPOSE AND OBJECTIVES Discussion of purpose and objectives of the SMPC. 4.03 TECHNICAL ADVISORY COMMITTEE Discussion of the Technical Advisory Committee for the SMPC. 4.04 STORMWATER MANAGEMENT PLAN OUTLINE Discussion of a potential Stormwater Management Plan outline. Following is a very early draft outline.,. DRAFT 1 Prepared by Strand Associates, Inc. 4-1 InitialslS:%JOi_16500--659956558t7071Wrd1Guidance DncUmenllDivision 4 doc110010B Kendall County Guidance and Recommendations for Creation Division 4 Of a Unified Stormwater Management Plan Stormwater Management Planning I. Planning A. Background and Authority B. Objectives and Goals C. County Land Characteristics D. County Stream Corridors E. Existing Stormwater Management Programs and Services F. Countywide Stormwater Management Needs 1. Watershed Planning 2. Institutional Planning 3. Project Planning 4. Resources 5. Regulatory 6. Public Information G. Stormwater Management Funding II. Stormwater Planning Committee (Rule Making) A. Background B. Objectives and Goals C. Organization D. Administration E. Enforcement lil. Implementation DRAFT 1 Prepared by Strand Associates, Inc. 4-2 frnualslS:'JOLti6500--65991655817074Wrd1Gwdance Documen(Ovwsion 4 doM100108 DIVISION 5 IMPLEMENTATION Kendall County Guidance and Recommendations for Creation Division 5 Of a Unified Stormwater Management Plan Implementation This section provides recommendations and prioritization of action items to be undertaken by the SMPC along with a opinion of projected schedule for these action items. This section also briefly presents some potential funding options for consideration by the SMPC. 5.01 ADMINISTRATION Discussion of administration aspects of the SMPC and the Stormwater Management Plan. 5.02 SCHEDULE Discussion of proposed schedule for sitting of the SMPC, adoption of the Stormwater Management Plan, and other action items recommended by this document. 5.03 FUNDING Discussion of potential funding options for consideration of SMPC. DRAFT 1 Prepared by Strand Associates, Inc. 5-1 [rnlials4S,UOLI 6500--65991655817071Wrd1Guidante Documen[G vision 5.doc1100108 APPENDIX A STORMWATER MANAGEMENT ACT (SB 1910) OUTLINE OF STORMWATER MANAGEMENT ACT (S131910) Effective Date August 23, 2005 I. Purpose A. Consolidating the existing stormwater management framework of each community and the county into a united, countywide structure. B. Setting minimum standards for floodplain and stormwater management. C. Preparing a countywide plan for the management of stormwater runoff, including the management of natural and man-made drainage ways, and the incorporation of watershed plans. II. Stormwater Management Planning Committee A stormwater management Planning Committee may be established by County Board resolution made up of the following: • Equal numbers County Board members and municipal representatives from each district (voting members) • Others as determined by County Board and municipal membership (non- voting members) • Municipalities in more than one county may participate in either county or both counties • May establish subcommittees to serve watersheds or smaller divisions of the county III. Functions The Planning Committee shall adopt bylaws to govern the functions of the Committee IV. Principal Duties A. Develop a stormwater management plan B. Direct the plan's implementation and revision C. Meet at least quarterly D. Hold at least one public meeting during preparation E. Make grants to units of local government F. No power of eminent domain V. Requirements A. Coordinate planning with adjoining counties to prevent impacts on levels or flows. B. Must submit plan to IDNR-Office of Water Resources for their review and recommendations. C. Hold at least one Public Hearing D. County Board must enact the proposed plan by ordinance. VI. Rules and Regulations A. May prescribe rules and regulations for flood plain management B. May prescribe rules and regulations for location, width, course, and release rate of all runoff, streams, and basins in the county. C. Land, facilities, and drainage district facilities servicing production agriculture shall not be subject to these rules and regulations. D. Rules and regulations must at least meet floodplain standards of IDNR-OWR and FEMA for participation in NFIP. E. May not impose more stringent water quality standards on entities already discharging in accordance with a valid NPDES permit. VII. Implementation A. May adopt a schedule of fees to mitigate effects of increased stormwater runoff from new development based on actual costs (impact costs for regional detention, fee-in-lieu of). May not exceed actual on-site cost B. May adopt an annual tax not to exceed 0.20% on all taxable property for the purpose of implementing this authority or activities provided for in the plan. C. Tax shall not be levied until approved by a majority of elector voters. D. May offer property tax abatements (where applicable) for property owners who implement approved stormwater management devices. E. Staff expenses of the Stormwater Committee may not exceed 20% of the annual budget. F. County may issue GO bonds for implementation. Following is the entire act as published. (55 ILCS 5/5-1062.2) Sec. 5-1062.2. Stormwater management . (a) The purpose of this Section is to allow management and mitigation of the effects of urbanization on stormwater drainage in the metropolitan counties of Madison, St . Clair, Monroe, Kankakee, Grundy, LaSalle, BeKalb, Kendall, and Boone and references to "county" in this Section apply only to those counties. This Section does not apply to counties in the Northeastern Illinois Planning Commission that are granted authorities in Section 5-1062. The purpose of this Section shall be achieved by: (1) Consolidating the existing stormwater management framework into a united, countywide structure. (2) Setting minimum standards for floodplain and stormwater management . (3) Preparing a countywide plan for the management of stormwater runoff, including the management of natural and man--made drainageways. The countywide plan may incorporate watershed plans. (b) A stormwater management planning committee may be established by county board resolution, with its membership consisting of equal numbers of county board and municipal representatives from each county board district, and such other members as may be determined by the county and municipal members. If the county has more than 6 county board districts, however, the county board may by ordinance divide the county into not less than 6 areas of approximately equal population, to be used instead of county board districts for the purpose of determining representation on the stormwater management planning committee. The county board members shall be appointed by the chairman of the county board. Municipal members from each county board district or other represented area shall be appointed by a majority vote of the mayors of those municipalities that have the greatest percentage of their respective populations residing in that county board district or other represented area. All municipal and county board representatives shall be entitled to a vote; the other members shall be nonvoting members, unless authorized to vote by the unanimous consent of the municipal and county board representatives. A municipality that is located in more than one county may choose, at the time of formation of the stormwater management planning committee and based on watershed boundaries, to participate in the stormwater management planning program of either or both of the counties. Subcommittees of the stormwater management planning committee may be established to serve a portion of the county or a particular drainage basin that has similar stormwater management needs. The stormwater management planning committee shall adopt bylaws, by a majority vote of the county and municipal members, to govern the functions of the committee and its subcommittees. Officers of the committee shall include a chair and vice chair, one of whom shall he a county representative and one a municipal representative. The principal duties of the committee shall be to develop a stormwater management plan for presentation to and approval by the county board, and to direct the plan's implementation and revision. The committee may retain engineering, legal, and financial advisors and inspection personnel . The committee shall meet at least quarterly and shall hold at least one public meeting during the preparation of the plan and prior to its submittal to the county board. The committee may make grants to units of local government that have adopted an ordinance requiring actions consistent with the stormwater management plan and to landowners for the purposes of stormwater management, including special projects; use of the grant money must be consistent with the stormwater management plan. The committee shall not have or exercise any power of eminent domain. (c) In the preparation of a stormwater management plan, a county stormwater management planning committee shall coordinate the planning process with each adjoining county to ensure that recommended stormwater projects will have no significant impact on the levels or flows of stormwaters in inter-county watersheds or on the capacity of existing and planned stormwater retention facilities. An adopted stormwater management plan shall identify steps taken by the county to coordinate the development of plan recommendations with adjoining counties. (d) The stormwater management committee may not enforce any rules or regulations that would interfere with (i) any power granted by the Illinois Drainage Code (70 ILLS 605/) to operate, construct, maintain, or improve drainage systems or (ii) the ability to operate, maintain, or improve the drainage systems used on or by land or a facility used for production agriculture purposes, as defined in the Use Tax Act (35 ILLS 105/) , except newly constructed buildings and newly installed impervious paved surfaces. Disputes regarding an exception shall be determined by a mutually agreed upon arbitrator paid by the disputing party or parties. (e) Before the stormwater management planning committee recommends to the county board a stormwater management plan for the county or a portion thereof, it shall submit the plan to the Office of Water Resources of the Department of Natural Resources for review and recommendations. The Office, in reviewing the plan, shall consider such factors as impacts on the levels or flows in ravers and streams and the cumulative effects of stormwater discharges on flood levels. The Office of Water Resources shall determine whether the plan or ordinances enacted to implement the plan complies with the requirements of subsection (f) . Within a period not to exceed 60 days, the review comments and recommendations shall be submitted to the stormwater management planning committee for consideration. Any amendments to the plan shall be submitted to the Office for review. (f) Prior to recommending the plan to the county board,the stormwater management planning committee shall hold at least one public hearing thereon and shall afford interested persons an opportunity to be heard. The hearing shall be held in the county seat. Notice of the hearing shall be published at least once no less than 15 days in advance of the hearing in a newspaper of general circulation published in the county. The notice shall state the time and place of the hearing and the place where copies of the proposed plan will be accessible for examination by interested parties. If an affected municipality having a stormwater management plan adopted by ordinance wishes to protest the proposed county plan provisions, it shall appear at the hearing and submit in writing specific proposals to the stormwater management planning committee. After consideration of the matters raised at the hearing, the committee may amend or approve the plan and recommend it to the county board for adoption. The county board may enact the proposed plan by ordinance. If the proposals for modification of the plan made by an affected municipality having a stormwater management plan are not included in the proposed county plan, and the municipality affected by the plan opposes adoption of the county plan by resolution of its corporate authorities, approval of the county plan shall require an affirmative vote of at least two-thirds of the county board members present and voting. If the county board wishes to amend the county plan, it shall submit in writing specific proposals to the stormwater management planning committee. If the proposals are not approved by the committee, or are opposed by resolution of the corporate authorities of an affected municipality having a municipal stormwater management plan, amendment of the plan shall require an affirmative vote of at least two-thirds of the county board members present and voting. (g) The county board may prescribe by ordinance reasonable rules and regulations far floodplain management and for governing the location, width, course, and release rate of all stormwater runoff channels, streams, and basins in the county, in accordance with the adopted stormwater management plan. Land, facilities, and drainage district facilities used for production agriculture as defined in subsection (d) shall not be subjected to regulation by the county board or stormwater management committee under this Section for floodplain management and for governing location, width, course, maintenance, and release rate of stormwater runoff channels, streams and basins, or water discharged from a drainage district. These rules and regulations shall, at a minimum, meet the standards for floodplain management established by the Office of water Resources and the requirements of the Federal Emergency Management Agency for participation in the National Flood Insurance Program. The Commission may not impose more stringent regulations regarding water quality on entities discharging in accordance with a valid National Pollution Discharge Elimination System permit issued under the Environmental Protection Act. (h) In accordance with, and if recommended in, the adopted stormwater management plan, the county board may adopt a schedule of fees as may be necessary to mitigate the effects of increased stoxmwater runoff resulting from new development based on actual costs. The fees shall not exceed the cost of satisfying the onsite stormwater retention or detention requirements of the adopted stormwater management plan. The fees shall be used to finance activities undertaken by the county or its included municipalities to mitigate the effects of urban stormwater runoff by providing regional stormwater retention or detention facilities, as identified in the county plan. The county board shall provide for a credit cr reduction in fees for any onsite retention, detention, drainage district assessments, or other similar stormwater facility that the developer is required to construct consistent with the stormwater management ordinance. All these fees collected by the county shall be held in a separate fund, and shall be expended only in the watershed within which they were collected. (i) For the purpose of implementing this Section and for the development, design, Planning, construction, operation, and maintenance of stormwater facilities provided for in the stormwater management plan, a county board that has established a stormwater management planning committee pursuant to this Section may cause an annual tax of not to exceed 0.20% of the value, as equalized or assessed by the Department of Revenue, of all taxable Property in the county to be levied upon all the taxable property in the county or occupation and use taxes of 1/10 of one cent . The property tax shall be in addition to all other taxes authorized by law to be levied and collected in the county and shall be in addition to the maximum tax rate authorized by law for general county purposes. The 0.20% limitation provided in this Section may be increased or decreased by referendum in accordance with the provisions of Sections 18-120, 16-125, and 18-130 of the Property Tax Code (35 I1,CS 200/) . Any revenues generated as a result of ownership or operation of facilities or land acquired with the tax funds collected pursuant to this subsection shall be held in a separate fund and be used either to abate such property tax or for implementing this Section. However, the tax authorized by this subsection shall not be levied until the question of its adoption, either for a specified period or indefinitely, has been submitted to the electors thereof and approved by a majority of those voting on the question. This question may be submitted at any election held in the county after the adoption of a resolution by the county board providing for the submission of the question to the electors of the county. The county board shall certify the resolution and proposition to the proper election officials, who shall submit the proposition at an electron in accordance with the general election law. If a majority of the votes cast on the question is in favor of the levy of the tax, it may thereafter be levied in the county for the specified period or indefinitely, as provided in the proposition. The question shall be put in substantially the following form: Shall an annual tax be levied for stormwater management purposes (for a period of not more than . . . . years) at a rate not exceeding . . . . .% of the equalized assessed value of the taxable property of . . . . . County? Cr this question may be submitted at any electron held in the county after the adoption of a resolution by the county board providing for the submission of the question to the electors of the county to authorize use and occupation taxes of 1/10 of one cent : Shall use and occupation taxes be raised for stormwater management purposes (for a period of not more than years) at a rate of 1/10 of one cent for taxable goods in . . . . . County? Votes shall be recorded as Yes or No. (j) For those counties that adopt a property tax in accordance with the provisions in this Section, the stormwater management committee shall offer property tax abatements or incentive payments to property owners who construct, maintain, and use approved stormwater management devices. For those counties that adopt use and occupation taxes in accordance with the provisions of this Section, the stormwater management committee may offer tax rebates or incentive payments to property owners who construct, maintain, and use approved stormwater management devices . The stormwater management committee is authorized to offer credits to the property tax, if applicable, based on authorized practices consistent with the stormwater management plan and approved by the committee. Expenses of staff of a stormwater management committee that are expended on regulatory project review may be no more than 20% of the annual budget of the committee, including funds raised under subsections (h) and (d) . (k) Any county that has adopted a county stormwater management plan under this Section may, after 10 days written notice receiving consent of the owner or occupant, enter upon any lands or waters within the county for the purpose of inspecting stormwater facilities or causing the removal of any obstruction to an affected watercourse. If consent is denied or cannot be reasonably obtained, the county ordinance shall provide a process or procedure for an administrative warrant to be obtained. The county shall be responsible for any damages occasioned thereby. (1) Upon petition of the municipality, and based on a finding of the stormwater management planning committee, the county shall not enforce rules and regulations adopted by the county in any municipality located wholly or partly within the county that has a municipal stormwater management ordinance that is consistent with and at least as stringent as the county plan and ordinance, and is being enforced by the municipal authorities. on issues that the county ordinance is more stringent as deemed by the committee, the county shall only enforce rules and regulations adopted by the county on the more stringent issues and accept municipal permits. The county shall have no more than 60 days to review permits or the permits shall be deemed approved. (m) A county may issue general obligation bonds for implementing any stormwater plan adopted under this Section in the manner prescribed in Section 5-1012; except that the referendum requirement of Section 5-1012 does not apply to bonds issued pursuant to this Section on which the principal and interest are to be paid entirely out of funds generated by the taxes and fees authorized by this Section. (n) The powers authorized by this Section may be implemented by the county board for a portion of the county subject to similar stormwater management needs. (o) The powers and taxes authorized by this Section are in addition to the powers and taxes authorized by Division 5-15; in exercising its powers under this Section, a county shall not be subject to the restrictions and requirements of that Division. (Source: P.A. 94-6-�5, eff. B-23-05. ) Stormwater Management Questionnaire Summary Kendall County City of Jollet Village of Minooka Village of Montgomery Village of Oswego City of Plainfield Village of Shorewood City of Yorkville Stormwater Management Ordinance AM of the cammuritieS�n the Aux Sable Creak August 20 M2 January 1 2004 1994 2003,4 iRevrsrons pandmg) Deeendror 1 2009 December t 2003 2004 Watershed have a Slotmwaler Management Ord-na.ice Applicability Each Community sets slightly di"erenl crilena for applying Ihev ordnance reflecting the character or their community's oeveloomert and Total confng swgle Faml�Resrdc,lml 5 armors un4saveraging 3 aCr05 oe less 2 Or more units an 5 or more acres All such developmont 2 or more units on three or more acres 5 or more acres 5 or afire acres 2.5 acres or more IAulu-Fartvly Residential 3 acres at more with 45.000 St.fatal All such developmenl AN such development more than 2 units on one acre amore Mme tun I acre or exisnng more than 1 acne More than 1 acre or existing more than 1 acre Greater than 2.5 acres development or 32 000 at impervious area OR with more than 25 000 sr.of new development wlh more than 25.000 St.or new development less than 3 acres wth 25•.or rnore,mpervrous Commercial 3 acres or mare w01 45.000 sf.total All-such development All Such developman[ 1 acre or note and greater than 25 000 st Of More than t sue or existing more than 1 acre More than 1 acre or exist,g more than 1 acre Greater than 1.25 acres development or 32.000 sf imllervmus area OR development yieth mare Than 25.000 St.01 new development with more than 25.000 sf,of near devefoprnent less Iran 3 acres wth 25°.or more.mpervrous Industrial Same as Commercial All development except direst discharge Same as Commercial Same as MuhrFaimly Residential Same as,Atilt-Family Residential Greater than 1.25 acres industrial s,laS. t�anutactnnr Same as Commercial All development i iSameasGommemal Same as firrufti-Familly Residential Sarre as Mult,-Parnily Resxlenlfal Greater than 1.25 acres Agr.cuVtural Agricultural uses are exciudad except for Nona Same as Commercial No standard established No standard gslabhshed. No standard established No standard established commercial uses in Ag Zoning Stormwater Management Design Will 01 the Community ordinances we similar m Reduce runo"quantity Reduce ruro0 quantity Reduce runoff quantity Reduce runoff quantity Compliance wlh release rates.Ordinance Reduce rurioff quamry Reduce runoff quantity None rioted addresvng stw,r,ra[e1 runoff quantity reduction by revisions are pending pmmrpling m'dtranon of runoff on site and reduction or ImperwauS surfaces. Some at the commumbes establish Specific wafer Retention and infiltration and preference to No Retention and infiltration or slormfiater Shall SPAPs BMP's and more"Cite ordinances are Retention end mbltratimn and preference to Retention and mfilbration and prorerence to Name noted quality requirements and sane do not, wetland and wet bottom defenbon Ihroughout be promaled throughout the property's pending.Wet bosom preferred, No'wefland'wetland and wet bottom Manton throughout wetland and wel bottom detention throughput the property's ora,nage system to reduce the drainage system to reduce the volume al basins duc to maintenance issues the properly s drainagc system to fepueo the the properiy,oranage system to reduce the quantity of runoff pollutants. stontwrater runoff and to reduce the quantity or quantity,of ruraN pollutants quantity 01 Tuna"poliutanls, rune"pollulanks. AN Communities have adopted a 0.04 cfsacre release 0.0-1 ok'acre 0.04 cfsacre 0 04 clwacte 0.04 cfsacre 0.04 olsacre n.D4 cltiacre O.C4 cfsacre 0.04 clslacre rate for the 2-year storm to promote water quality hanefd5. Many Communities have adopted a 0.10 Clslacre 0.15 cis acre 0,10 CfS.'acr0 r Kerdall Co.,0.12 cfsacre-n 0.15 clsacle 0.10 ersacre 0.15 cls'ac or 0,10 efs.ac one-time overall 0.1$cfsacre 0.15 cfsacre 0.10 clsacre for The AUX SABLE CREEK release iato.the others maintan a 0.15 cfsacre the Du Page River watershed 0.15 cls,aue in release watefshed 0.15 cls'acm elsewhere. release rate. all other parts of the Cary - Yotkvllle has a 25-year Storm release rate No standard established No Standard established No Standard established No standard established No standard established NO standard established No standard established 25-year release rate of 0.08 uls ace Ootenttton storage shall be corrlputed using runoff hydrograph methods. All Cormnurihes have at least a 1'1 compensahCn I 1 Ratio t.1 Ratio 1 1 Ratio 1'I Ratio 1 t Ratio 1 1 Ratio 1 5 1 ratio but may be reduced to 1 t�t I,e requirement for existing depresslonal storage. Yorkville development provides a regional watershed has a more restrictive 1.51 ratio. benefit. 1A0111 Comrrunihes require the 10-year slatm be 10-year storm for mnar drainage 5-year storm event for minor drainage.but 5o. 10•year Storm for minor drainage t0•yoar storm for m Tar drainage 10-year storm for inner dranage 10-year storm for minor dranage 110-year MGM for minor drainage 10-year storm lot minor dranage conveyed by the minor drainage system.Jebel year storm event far culverts and local ditdhes. requires the 5-yes,storm be conveyed. T All Communities require the 16D-year iloml he s00-year storm for flood mules and major 100•year storm for Good,pules and nlgppr I Do-year storm far good routes and major 100-year storm for flood routes and rfxapr i00-year sorm for good routes and major 100•year slgrm for flood routes and rtapr 100•year Stpm1!Of flood rpulBS and Inapt 10D-year 810mt IOr good r0ufa5 flna motor conveyed by flood routes and the major drainage drainage ways, drainage ware. dranage ways, drainage ways. drainage ways, drainage ways, drainage ways. drainage ways. The design rralhodologp required td be used vanes Rational method for major and mnpr prarnagc Rational mcthed lot all major and minor Rational mclnod Ipr major aria minor drainage Rational method for only minor drainage Rational method tar major anti,rumor drainage Rational nlorharl Ipr major and mirror tlramrg0 Rational rMthOtl for molar and moor drainage Rational method for molar and minor d.acnage between the commnmhas as does the c rcumslances systems an property up to 20 acres drainage systems systems on property tip to 1 a sass systems or property over 20 acres syslarns on property up to 20 acres syslerm on properly up to 10 acres Systems on property up to 10 acres systems on property up to ID acres when the methodology are applied. Minor Drainage Systems National method for only moor drainage Rational method for all rtxapr and inns, Rational method for only moor drainage Rational method for only minor drainage Rational melhod for only minor drainage Rational method for only minor drainage Computenzed methods may be ua,d rut malt systems on property over 20 acres drainage systems systems on property over 10 acres systems on prop"over 20 acres systems an properly over 10 acres systems an property over 10 acres and minor drainage systems an wopery over 10 acres Major l7ramege Sy5lertq Ruroa hydrograph me0dds for map,drainag Ralonel mitt o for all major and moor Runoff hydrograph methods for major drama Runoff hydrugraph methods for ladd�bes wth Rumo11 hydragraph methods for orator draurlage Runoff hydrograph methods for major drainage Runod hydrpgraph methods for major tlramage V W systems an property over 20 acres drainage systems systems on property over 10 acres more than live acres of Inbulary area or when system;on property over 20 acres systems on INOPerty aver 10 acres syslams on property over 10 acres areas tributary to the facility extend Cflsite. Delenlion Facilities Rumen hydrograph methods for all delentan Delenlion calculated vs ng the modified Rune"hydrograph methods for all detention Runoff hydrograprl methods For facilities with Runoff 1lydrograph methods for at[detention Runofl hydrograph methods for all detention Runoh hydrOgraph melnWS for all detention banns rational method wth a rnulupher(1.1 to 2004. basins more than live acres of tributary area or when basins barns basins 1.2 in 2005.and 1.3 in 2000 and beyond)for areas tributary to the facility extend o"site. [he total volume required. Page 1 to-1 a'"1g0e Stormwater Managemi l Questionnaire Summary Kendall County City of Joliet Village of Mlnooka Village of Montgomery Village of Oswego City of Plainfield Village of Shorewood City of Yorkville Local flood control cntena Is similar between tee Overland How paths must pass the 100•year Overanci flow paths rust pass inn,WO-year Overland flow paths must pass the 100-year Overland now pal must pass the 100-year Overland How paths mil pass the 100-year Qvedand How paths must pass the 100-year Overland flow paths must pass the 100-year Overland Now paths must pass the I Op-year communities flow at a stage al least 2 feet below the lowest flow at a stage at least I feel below the lowest Now at a stage at least 1 Feel below the lowest gaw at a stage at least 2 reel below the lowest now at a stage at least 18 Inches below the flow at a stage as least 1 feel below the lowest Nor at a stage at feast t feet below tree lowest flow at a stage at least 18 Inches below the structure Opening of structures hydraulically Stnuclurer Opening 01 structures hydraulically structure Opening at StfUC111lre3 hydraulically stnucture op mreg OF stniclure5 hydranhCally lowest structure opening of stnmelures Structure opening of structures hydraulically structure opening of stench✓i s hydraulically lowest structure opening Of structures cenneded to the flow path Connected to the flaw path, Connected to the'low path. connected 10 the flow path. hydraul,cally connected to the now path, Connected to the flow path. Connected to the flow pale. hydraulically connected 10 the now path. All communities reguug the same rarnfan data be used ISWS aullolln 70 data. �f ISWS Bulletin 70 data ISwS Bulletin 70 data. ISWS Bulletin 70 data. ISWS Bulletin 70 data. ISWS Bulloon 70 data. ISWS Butht lire 70 data. ISWS Bulletin 70 data. mdetermlmnq runaf quammes — — —' An communities allow detention in the good fringe and Requires compensalory storage for 1.5 times Recd compensatary storage'or 1.5(Fees Requires compansatory storage for 1.5 times Requires compensatory storage for 1-5 bores Requires compensatory storage for 1.5 nines Requires COebensatory storage for t.5 hrnes 1 Requires compensatory storage[Or 1.5 times Requires correpenealory storage for 1.5 times gencrallq set a requirement of 1.5 1 compensation of the volume below the base Hood elevation the volume below the base flood elevation the volume below the base Hood slevabo t the volume blow the base llood elevation the volume below the base flood elevation the volume below the base need elevation hhe volume below the base good elevation the vfslvrne below the base HOW elevation loss storage. occupied by the detention basin including any oocuprod by fine detention basin including any Occupied by the detenlion basmn including any Occupied by the detention basin including any Dcoupied by Into detention basin including any uccbpied by the detention basin including any occupied by the detention baser including any toned by the dotonbon basin including any berms. berms. berms. berms. berms. berms. berms. bomts- Some comrrlun t es do anew detenhon wr,m the pclafton n a Hoodway is not allowed. Detention in a i0cedvi not allowed Allowed Detention in as froodway+s not allowed. Detention rn a nootlway is nor allowed. Allowed _-— Allowed Delention in a nootlway is not allowed. floodwa Go?+mj_r vary in ms,r ragwremenbl wrtn respect to Allowed mese(Fng spealfe requirements Highly discouraged, IONR renew and Allowed meeting specific requnements Discouraged but allowable if they provide Allowed meeting speahc requirements Discouraged but allowable it they provide Discouraged but allowable if their provide Not allowed. Basins must operate detention being placed an an existing stream or approval is required. regional public benefits and meet specific regional public benefits and meet specific regional public benefits and meet specrPe independent of any watercourse or water body n. li l communities discourage detention in existing Net unless it is demonstrated that the existing Not unless it-s demerlslrated that the suiting Not unress it is demenslfaled Ihat the existing Not unless it is demonstrated that the existing Not unless 11 is deenchWaled that line existing Not unless tl is demonstrated that The existing Farmed wetlands may be tonvmled into wetlands. walland r4low,n quality antl the proposed wetland is law,In quality and the proposed wetland is low in quality and the prop owed wrolland is low in quality and the proposed wa lland is low In quality and the proposed wetland is paw in qual.ly and the proposed detention basins but pine basin must be ntoddteatons will mamlain or improve its modilications well mamtain or mprove its mbdlhCili well manlain Or Improve its modifications will mami or improve its modifications well mamlain or improve its modifications will maintain or rmprOVC Is designed with wetland features. habtal and ablity to perform beneficial habitat and ability to perform beneh cis] habmtal and ability to perform beinefcral habitat ail adbty to perform benelwi l habitat and ablity to perform beinetahal hablal and ability to perform beriebcial hinctions. runctions. functions. runctions. Inactions. lunC(Fpn5. Most cormmundies require ahutfer strip beprovided Abufrerstripatleast25 lost inwldlh(75feel A butter strip at least 25 feel mwidth Abel lerslnpat]Rest25Jeelmwidth A buffer strip at least 25 fact inwidth A buffer strip at least 25 feet in wil Aburfer strip at least 25 Feet inwidth Burrs,steps ate-required, around existing wetlands. required by Zoning Ordinance) ii o I cormtumties have Sgt war,f,is for slrmtt and Pending depths shall not exceed 3 inches at The rna¢mum stnrnei ester pond rig depth In Pondmg depths shall not exceed 1 meh at the Portdirtg depths shall hat exceed 1 inch at the Road clown and!op of cwb shell ramam Pending depths shall not exceed t mnh at the Pording depths shall not exceed 1 inch at the Patting lot drainage. the street contenting Cr 6 inches in a parking any parking area shall not exceed six inches. curb for more than 8 hours and 6 inches in a Curb for more Than 8 hours and 12 inches in a viside and not to exceed 6-inches.12-Inches cum for more than a hours and 6 inches in a Curb for more than 8 hours and 6 inches in a lot and shall not remain needed ror more than aqua lot for 4 fours for the 100-ear event. pauliling lot rare 4 hours for the I00-car event n a palung lot. partial lot per 4 hours for the 100-ear event. partial lot for 4 haurs for[fie 100•ear event. Most conmunilies l consider underground dolerel Underground detention shall W revtewod and Undergeound detenhdn shall be reviewed and No standard eslablrshed. No standard established. underground detention is allowed approved on a Case b case basis, lapproved on a case by case basis. Many commumhas require pre-setlutmenlahen basins be Where feasible for localizing sediment Where feasible for locahzing sediment We feasible for localizing se hmem where feasible for localizing sediment Where feasible tar localrzing Sedreenl provided at detention facibbes. d sHlan and removal. sibon and removal licla,'�el`sdion and removal. ideposilicin and removal ltl asAlion and removal Upstream Flow Considerations Filosl communities promote fouling undelamed Whsnever practicable. whenever practicable. Whenever practicable. Whenever practicable whenever practcable. No standard established. No standard established. Upstream flaws to be bypassed d passible. upsiieam tnbutary flows around the on-sile detention faofines. Cn.lre es vary on trier directive conconeil Regionalized detention shall be explored by Regionalized detention is discouraged. Regionalized detention shall be explored by No standard established Regionalized detention shall bee explored by No standard established No standard esiabtrsbed No standard established regmonalrred detention. the app-icanL the applFeel _ the applicant. GDrrm�nrbcs vary on how they handle upstream areas Shall consider regionalized detention. leShall consider regionalized detention. Ill consider regionalized detenton. I.No standard established Na standard established NO standard established No standard established No standard established that do net most Orchria a requirements regional datentton is net used. roust bypass regional detention rs fiat used. must bypass regional detention is not used.must bypass upstream Bows or meal requirements for nit upstream news or most requirements for cil upstream Flows or meet requirements for on stream detention and upstream areas meeting dream Marlton and upstream areas meeting stream detention and upstream areas reroofing ordinance requirements. Ordinance requirements ordinance requrrenWIS Gwrermngies vary or how piney haricle upstream areas Upstream news shall be bypassed Or,i[nq Upstream flows snail oo bycas5ed or. if_aol Upstream Wows shall tie bypassed or, it not No standard established No standard catabhshed No standard eslabllshed No slandard established No standard established that meet ordmll requirements practicable,release rate shall be based on[No practicabl release rate shall be based on the practicable.release rate shall be based on IN combined total or lnbutary areas. Detenn carnbined total of tributary areas. Detention cgmbined total of tributary areas. Delentin shall be based on the applicant p[opaFt shall be based on the applicant's proped shall be based on the applicants proper! only. only. only. Other Ordinances All communities enforce a sod erasion control yus Ye? Yes pending approval. Sedimlent Erosion,ncludeci Yc5 Yes Yes ordinance. in Suhdri Ccne01 DrWnarce. All commun.es enforce a rloodpla�n management Yes Yes Yes Pending aopro•.al. Yeg Yes Yes ordinance. Slormwater Related Zoning Ordinance Re uirements l.Wat comrnumfies enforce a requirement for a certain tllirnnvm open space or 30%of the total site Par's Donation Ordinance and Aux Sable 11 acres or]arid per 1.000 people.Park Pa,,,District Ordnance Park Dewitt green corridor plan regixrl land No standard established No standard established 10 Acres for every I GOO people.Park amount of open space dedication for a subdivision, area Circe-Protection Area Ordnance. Di,lnct Ordnance conalion for open space. Deaclupre,ent Ordinance De Yju have Incentives To Promote Preservation of Sites that orov-de Open space be-,era beyond Yes-Incen;was are reviewecfgranted during Design excellence in life provision of s'e No Para Oisthcl hfis green corridor clan and No starrl estanlished No standard e5'abli;hed \u Slandard evablished Natural Areas aril Open Space' mii m•s can increase development tlensify subd,-,s,on review process ar,wf dies may allow the granting at an regions land donation roe open space. up Io the permillad maximum density inrraase in density of up to live percent Page 2 10 13:2008 CITy Reviewed By: Agenda Item Number 4 Oft Legal ❑ £ST. �' 1836 Finance Engineer l�l } Tracking Number ��i n City Administrator ❑ � �. � . �O Consultant ❑ SCE Agenda Item Summary Memo Title: Kendallwood Estates—Van Emmon Road Paving Meeting and Date: October 21, 2008 Public Works Committee Synopsis: Recommendation to award a contract for Van Emmon Road pavement restoration Geneva Construction Company in the amount of$10,425.00. 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: o Memorandum EST. 1838 To: Brendan McLaughlin, City Administrator 4 �- Gl From: Joe Wywrot, City Engineer ;: ; 1� 1 1 1 _ ; p CC: Kathy Orr, City Attorney i �"� L• Lisa �<LE ��'�• Pickerin g, Deputy City Clerk Date: October 15, 2008 Subject: Tuscan Plaza—Alley Patching At their meeting on September 23, 2008, the City Council authorized the City Clerk to call the Kendallwood Estates letter of credit if the Van Emmon Road pavement restoration was not completed by October 17, 2008. Since the City Council action, we have solicited proposals for this work just in case the developer was not able to perform the work. The quotations are as follows: Aurora Blacktop, Inc. $10,480.00 1065 Sard Ave. Montgomery, Illinois 60538 Geneva Construction Company $10,425.00 P.O. Box 988 Aurora, Illinois 60507 One additional proposal from Orange Crush, LLC of Hillside, Illinois is expected, but circumstances prevented submittal of said proposal prior to the cutoff time for distribution of packets; therefore it is expected that this proposal will be presented at the time of the October 21, 2008 Public Works meeting. Based on the two estimates received, I recommend that the proposal of Geneva Construction Company, in the amount of$10,425.00, be approved. This work would be paid from the letter of credit for Kendallwood Estates. Please place this item on the Public Works Committee agenda of October 21, 2008 for consideration. 117/177!tYJf7b 1 b:,yb bJUd'JZJRUl RUKUKR IJLRI,K I UF' F'Al7t bl/b1 Due oimell 1000 SaTd hrITUe hlaplqutnsly,lionala wmd }ION (a3op 062.9399 FAX(030)092-3401 ASPHALT PAVING OF ALL TYPffS -- ROOMS SEN'1"�'0; 'Joe Wyr°t - City of Yorkville SENT FROM; NUMBER OF PA098 (INCLUDIN0 ,mANSMITI"AL) 2 ' FAX NUMEER RE: Kendallwood estates - Van Ammon Road' Wark IF YOU DO NO'r ILBCEIVL' 118 NUMB91t OF PA0I38 INDICATED•OR IF' U RF,CEZVE A,TRANSMISSION NOT INTRNDED FOR YOU, I LBASE CALL 6 4 892.9389 OR G 0892-771 I 10/09/2008 15:36 6306923481 AURORA BLACKTOP PAGE 02102 AURORA-BLACKTOP INC ASPHALT PAVING OF ALL TYPES - ROAD OILS EXCAVATING AND GRADING 1065 SARD AVENUE-MONTGOMERY, ILLINOIS -60538 PHONE 630.892-9389 FAX 630-892.3481 DATE: 1011 n008 RiEt/15ED 101612W8 Jaylar Corporation Phn;630-365-2825 483 Willow St Fax:630-365-3757 Elbum,IL 60919 Dear Sir. Attn-. RE:Kendall Wood Estates 8 Van Emmon RdlYodMlle The undersigned proposes to furnish all materials&perform all labor necessary to complete the following: KENDALL WOOD ESTATES: To remobilize,clean up silt,install stone,grade,compact,prime and Install 2.5"binder. This includes cutting and removal of existing plaoktop&taper off existing binder. 503 SY @ 25.85 SY $13,002.35 VAN EMMON RD: To excavate 7.5',haul away spoil,prime,install 6"binder,mill 1.5"surface off existing road to centerilne,clean,prime and Install 1.5"surface over entire area. Includes nagger&traffic control. 160 SY @ 65.50 SY $10,480.00 Repair patch In interior ail de sac do to curb replacement,! LUMP SUM $500.00 Final measurement after Installed. Exclusions:Bonds,fees,permfts,striping,testing or undercuts Old invoice 920147 In the amount of$58,674.75 must be paid In full as well as an escrow account for the above mentioned project must be in place prior to any work being started. Prices good for 30-days from data of proposal. Terms:Net 30 The buyer hereby waives trial by jury in any litigation arising out of this contract. The buyer hereby voluntarily and expressly agrees that venue may be had in Kane or Kendall County,Illinois,at sellers eledfon.Attorney's fee$and costs incurred by contractor shall be paid by buyer. Any alteration or deviation from the above specifications involving extra cost of material or labor will only be emoted upon wrtften orders for same,and will become an extra charge over the sum mentioned in this contract.All agreements must be made in writing. The contractor agrees to carry Workmen's Compensation and public liability insurance,also to pay all Sales taxes,old age benefit and unemployment compensation taxes upon the material and labor fumished under this contract as required by the united States Government and the State in which this work is performed. Respectfully Submitted, Steve Jacobson Contractor ACCEPTANCE You are herby authorized to furnish all materials and labor required to complete the work mentioned In the above proposal for which the undersigned egrees to pay the amount in said proposal,and aomrding to the terms thereof, Date 2008 i GENEVA CONSTRUCTION COMPANY fINDIAN TRAIL ed Routa 25"P O Bak 9W-AURORA.ILLINOIS 60507 Phone:(630)892-4357-Fax:(630)892.7738 * JOE WYWROT DATE 10/16/2008 * UNITED CITY OF YORKVILLE * 800 GAME FARM ROAD * YORKVIL.LE, IL 60560 i VAN EMMON ROAD WATERINAIN PATCH We propose to furnish the fotkm"deemed construction,including all labor,materials and equipment according to standard cant vcflon practices. i I 100 SY REMOVE 7.5'EXISTING PATCH AND BASE,PREP$COMPACT $68.00 $6,800.00 EXISTING BASE. PLACE 7.5"BINDER COURSE 50 SY MILL 1.5"OFF EXISTING SURFACE NEXT TO PATCH TO $20.00 $1,000.00 JUST INSIDE CENTERLINE OF ROAD i 150 SY PLACE 1.5"HMA SURFACE MIX D N50 OVER PATCH AND $17.50 $2,625.00 MILLED AREA. TRAFFIC CONTROL IS INCLUDED IN PRICING i i f i I a i I GRAND TOTAL: $10,425.00 NOTES: If amepbK this work will not be sdmeduled for mnstruktion until one signed copy of the proposal has been reodved at our office, •For Information regarding scheduling of contraction,please contact our Pavhrg Department at(630)892-M7. Due to the volatile pricing of Liquid Asphalt,Asphalt prices am subject to a euraharge If the Liquid Asphalt prices rise above$700.00 per ton prior to the completion of the project. A surcharge of$0.06 per ton will apply for each$1.00 per ton over the base price of $700.00 per ton of Liquid Asphalt,Should the price decrease below$700.00 per tan,a similar credit*111 be given.Copies of Incolces for liquid asphalt wIH be provided for verification i 71ERMS: Final saf lemerd will be I mad upon actual units of work mmpletad at the bid price per unit "This proposal is subject to the terms,apedfirations and conditions of sale printed on tine second page of this proposal hereof,which a made a part of this proposal *This proposal Is made In OUPUCATE and Will car>abh to a binding agreement pnwidhmg it is acwpted within 60 days to heo The above proposal is accepted: G A CONSTRUCTION COMPANY Cass W Price,Vlce President Name, Title, Data Page 1 of 2 I 's�HE� GENEVA CONSTRUCTION COMPANY INDIAN TRAIL and Routs 25'P O.Box 998-AURORA.ILLINOIS 60507 /yy .C. Phone:(630)892-4357-Fit(630)882-7738 CONDITIONS OF SALE I Wherever,under this contract,consbuction by this contractor is required to be placed over or effected by work performed by athers,the GENEVA CONSTRUCTION COMPANY assumes no responsibility for the adequacy or dependability of this work 2 Wherever alterations or the intent of the plans and specifications of this project vary from this proposal or original plans and specifications the Buyer agrees to fully reimburse the GENEVA CONSTRUCTION COMPANY for the cost incurred in connection with such changes including punitive costs or damages Incurred as the result thereof 3. The deliverance and ability of the GENEVA CONSTRUCTION COMPANY to perform the intent of this proposal is subject to strikes, acts of GOD,warfare,vandalism,government laws and regulations,availability of materials and conditions beyond the control of the GENEVA CONSTRUCTION COMPANY 4 This quotation is subject to correction of clerical errors. 5 If the Purchasers farm of purchase order accompanies this contract,all terms or conditions of such purchase order inoonalstent with this proposal are null and void unless specifically waived In writing by the GENEVA CONSTRUCTION COMPANY. 8, The Purchaser agrees to make payment to the GENEVA CONSTRUCTION COMPANY in accordance with the terms specified herein. If any delinquent sums are to be collected by suit or demand of an attorney or collection agency or other,then the Purchaser agrees to pay all costs inured by the GENEVA CONSTRUCTION COMPANY as a result thereof. 7 Interest to ac=e on unpaid balance at the rate of 1 1!2%per month after 30 days from the date of Invoice, unless agreed to in writing. 8 Unless specifically noted,all prices exclude all excavation within 0.1'of proposed subgrade,layout,testing,hackfirll,ape restoration,traffic control, remobiltrabon,binder repair,winter protection,permits,bonds,and fees. Page 2 of 2 C11.� Reviewed By: Agenda Item Number J T Legal ❑ EST. l 1636 Finance ❑ +llsl°� Engineer `' Tracking Number City Administrator ❑ 4 Consultant El �. , a �.Z ❑ �� Agenda Item Summary Memo Title: Stagecoach Crossing—IDOT Highway Permit Bond Reduction No.1 Meeting and Date: October 21,2008 Public Works Committee Synopsis: Recommend a reduction of this bond from $525,504.70 to $50,000.00 based on work completed to date. 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: ♦,��D CI rY J� ¢ u o Memorandum EST. ---- 1836 To: Brendan McLaughlin, City dministr for .4 �i�� From: Joe Wywrot, City Engineer p I.l �p CC. Lisa Pickering, Deputy City erk LLE ��'� Date: October 15, 2008 Subject: Stagecoach Crossing IDOT Highway Permit Bond Reduction No.I We have been requested by Larry Saravanos,the developer of Stagecoach Crossing, to release the IDOT highway permit bond for the referenced development. IDOT has inspected the Route 47 improvements and concurs that all fieldwork is complete,however they have not received title to Lot 8 of Stagecoach Crossing. Lot 8 is a small lot located within the intersection of Rt.47 and Saravanos Drive. Consequently, IDOT has verbally indicated that they will allow a reduction from the current bond amount of$525,504.70 to $50,000.00, but keep the bond in place for $50,000.00 until they receive title to Lot 8. I recommend that Developers Surety & Indemnity Company Bond No.718566S be reduced by the amount of$425,504.70, subject to written confirmation from IDOT that they concur with that reduction. Please place this item on the Public Works Committee agenda of October 21, 2008 for consideration. Reviewed By: Agenda Item Number J= T Legal ❑ N a �a EsEST. Finance El Engineer ❑ Tracking Number City Administrator ❑ Consultant ❑ Pvv !kE ��,� ❑ Agenda Item Summary Memo Title: Proposed Public Works Committee 2009 Meeting Schedule Meeting and Date: Public Works--October 21, 2008 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Committee Approval Submitted by: Meghan Gehr Administration Name Department Agenda Item Notes: ,QED CI T y Q Memorandum i EST. 1 �� 1836 � To: Public Works Committee O� ��,� From: Meghan Gehr, Administrative Assistant u,= p CC: Brendan McLaughlin, City Administrator Date: October 15, 2008 Subject: 2009 Meeting Schedule The Clerk's Office is in the process of publishing the City's master meeting list for 2009. Listed below is a tentative schedule for the Public Works Committee meetings for 2009. Please discuss this schedule at the October 21, 2008 Public Works Committee meeting and let me know if these dates meet with your approval. It is important that the meeting schedule be approved now so that 2009 dates for the Administrative Adjudication hearings can be scheduled. Thank you! Public Works Committee 3 Tuesday— 6:00 m E 0 Jul 21 17 Au st 18 Se tember 15 October 20 November 17 December 15 WE) =.,�w° clrt United City of Yorkville pwXS^ 3y J J T WATER DEPARTMENT REPORT JULY 2008 MONTH/YEAR WELLS NO WELL DEPTH PUMP DEPTH WATER ABOVE PUMP THIS MONTH'S PUMPAGE FEET FE FE GALLONS 3 1335 501 205 4,548,000 4 1393 622 270 16,735,000 7 1500 883 554 5,116,000 8 1500 861 479 24,742,000 9 1500 1125 580 13,948,000 TOTAL 65,089,000 CURRENT MONTH'S PUMPAGE IS 22.410.000 GALLONS MORE THAN LAST MONTH 480,400 _GALLONS MORE THAN LAST MONTH DAILY AVERAGE PUMPED: 1,982,200 GALLONS DAILY MAXIMUM PUMPED: _ 2,879,100 GALLONS DAILY AVERAGE PER CAPITA USE: 132.1 GALLONS WATER TREATMENT CHLORINE FED: 1501.3 LBS. CALCULATED CONCENTRATION: 3.5 MG/L FLUORIDE FED: 585.9 LBS. CALCULATED CONCENTRATION: 0.39 MG/L WATER QUALITY AS DETERMINED FROM SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY BACTERIOLOGICAL: 18 SAMPLES TAKEN 18 SATISFACTORY UNSATISFACTORY (EXPLAIN) FLUURIDE: 3 SAMPLE(S)TAKEN CONCENTRATION: 1.01 MG/L MAINTENANCE NUMBER OF METERS REPLACED: 11 NUMBER OF LEAKS OR BREAKS REPAIRED: 0 MXU'S: 2 NEW CUSTOMERS RESIDENTIAL: 13 COMMERCIAL: 3 INDUSfRIAL/GOVERNMENTAL: COMMENTS United City of Yorkville d -o� WATER DEPARTMENT REPORT IAL.r 54y�r AUGUST 2008 MONTH/YEAR WELLS NO WELL DEPTH PUMP DEPTH WATER ABOVE PUMP THIS MONTH'S PUMPAGE FEET FE FEET GALLONS 3 1335 501 205 2,500,000 4 1393 622 270 6,102,000 7 1500 883 554 12,730,800 8 1500 861 478 10,451,000 9 1500 1125 582 31,617,000 TOTAL 63,400,800 CURRENT MONTH'S PUMPAGE IS 1,688,200 GALLONS LESS THAN LAST MONTH 9,856,800 GALLONS MORE THAN LAST MONTH DAILY AVERAGE PUMPED: 1951,300 GALLONS DAILY MAXIMUM PUMPED: 3,736,000 GALLONS DAILY AVERAGE PER CAPITA USE: 130.1 GALLONS WATER TREATMENT CHLORINE FED: 1402.3 LBS. CALCULATED CONCENTRATION: 3.6 MG/L FLUORIDE FED: 709.6 LBS. CALCULATED CONCENTRATION: 0.28 MG/L WATER QUALITY AS DETERMINED FROM SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY BACTERIOLOGICAL: 18 SAMPLES TAKEN 18 SATISFACTORY UNSATISFACTORY (EXPLAIN) FLOURIDE: 3 SAMPLE(S)TAKEN CONCENTRATION: 1,0 MG/L MAINTENANCE NUMBER OF METERS REPLACED: 16 NUMBER OF LEAKS OR BREAKS REPAIRED: 2 MXU'S: 2 NEW CUSTOMERS RESIDENTIAL: 15 COMMERCIAL: 1 IN DUSTRIAL/GOVERNMENTAL: COMMENTS 817108 Replaced T copper bad flare at 2004_Coneflower Ct 8119108 Replaced 4'4"ductile iron.pipe coupling split on bottom. 405,000 gallons of water lost due to leaks. 9113108 Tower Lane tower was taken out of service For repairs & painting. C1Ty Reviewed By: Agenda Item Number J Legal ❑ N b 4�t 1836 EST. Finance ❑ Engineer ❑ Tracking Number .4 �� City Administrator ❑ C.%SW ,=O Consultant ❑ K-�C� El C LE Agenda Item Summary Memo Title: Draft snow removal plan Meeting and Date: PW committee October 21, 2008 Synopsis: Updated snow removal plan draft Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: positive Council Action Requested: Adoption of plan Submitted by: Eric Dhuse Public Works Name Department Agenda Item Notes: United City of Yorkville Public Works Department Snow Removal Policies and Standards September 2008 Introduction The United City of Yorkville's Public Works Department strives to provide safe and efficient snow and ice removal to the resident's of Yorkville and the motoring public in general. To assist in accomplishing this goal on a consistent basis, we have put in place the following plans, policies and procedures. Safety In any aspect of our job, safety is the number one priority. This is especially true with snow and ice removal due to the fact that we are trying to create safe environment while working in hazardous conditions. By following the policies and procedures outlined below, we can ensure that we are doing our part to be as safe as possible. 1. Always check the vehicle or equipment to make sure it is in good working condition before beginning snow and ice removal operations. 2. Report any mechanical problems to your supervisor immediately. 3. Obey all traffic laws. 4. All vehicles must be operated at 20 mph or less depending on conditions. 5. No employee will work longer than 16 hours without having 8 hours off. 6. City vehicles or equipment may NOT be used to assist stranded motorists that are stuck. It is your responsibility to make sure that the motorist is not hurt,the roadway is safe and to notify the police and report the situation. Accidents Although you may be careful,there are times when you may become involved in an accident while performing snow and ice removal operations. If this happens, please follow the procedures outlined below: • Check for injuries to yourself and anyone else involved. • If injuries are sustained, call 911 immediately then call your supervisor • If injuries are sustained, the supervisor must fill out a first report of injury • If no injuries are present, call the police and your supervisor • When the police arrive, ask them to fill out an accident form that will be put on file and a copy given to the director. • When the supervisor arrives, you will be sent to the nearest drug testing center or emergency room depending on the time of day to take a mandatory drug and alcohol test. • Once the drug and alcohol test is complete, you will return to the shop and write your own account of the accident. Damage to Property Damage to property such as mailboxes or sod damage should be noted and turned into the supervisor at the end of the day. Damage to any other personal property should be reported to the supervisor immediately. The United City of Yorkville currently has a mailbox replacement policy that is attached to this plan for reference Snow Removal Equipment The following vehicles and equipment are available for snow and ice removal operations 2- Tandem axle dump trucks with 12' snow plow and salt spreader 7—Single axle dump trucks with 11' snow plow and salt spreader 12 - Pick up trucks with 8' 8112' snow plows 2 — Caterpillar backhoes I —Caterpillar wheel loader 1- Bobcat skid steer with 10' snow plow I- Bobcat skid steer with 48" snow blower 2—Toro snow throwers 1 —Honda power unit equipped with 48"power broom Snow Routes and Truck Assignments N1 Primary Roads Rosenwinkel St Bristol Bay Dr Bertram Dr Faxon Rd Beecher Rd E. Beecher Rd Corneils Rd Secondary Roads Shadow Wood Dr Lauren Dr Longview Dr Fontana Dr Gabriel Dr Nathan Dr Commercial Dr Jonathan Dr Wheaton Ave Caledonia Dr Barrett Dr Plymouth Ave Portage Ln Timbalier St Garritano St Camden Ln Half Moon Dr Gardiner Ave Pierpont Ln Harrison St Winchester Ln Pensacola St Tampa Dr Sarasota Ave Burnett St Marquette St Cul-De-Sacs/parking lots Willoughby Ct Biscayne Ln Pleasant Ct N2 Primary Roads Faxon Alice Ave Cannonball Tr Sycamore Rd. John St Beecher Rd Secondary Roads Alandale Ln McMurtie Way Elden Dr Goldenrod Dr Winterberry Dr Twinleaf Tr Honeysuckle Ln Redbud Dr Sumac Dr Yellowstone Ln Meadowview Ln Red Tail Ln Northland Ln Western Ln High Ridge Ln White Plains Ln Iroqois Ln Canyon Ln Willow Way Evergreen Ln Aspen Ln Chestnut Ln Cottonwood Tr Independence Blvd Carly Circle Purcell St Cul-De-Sacs/parking lots Denise Ct Canyon Tr Ct Red Tail Ct Sequoia Cir White Pine Ct Cottonwood Ct Cypress Ln Stoneridge Cir Stoneridge Ct Chestnut Ct N3 Primary Roads Center Parkway Countryside Parkway Game Farm Rd Somonauk St Secondary Roads E. Kendall W. Kendall Blackberry Ln Strawberry Ln Hillcrest Ave Sunset Ave Leisure St River St West Main West Center West St King St Church St West Spring St Cul-De-Sacs/parking lots Anderson Ct Conover Ct Naden Ct Dickson Ct Blackberry Ct Palmer Ct Mulhern Ct Powers Ct Appletree Ct N4 Primary Roads Kennedy Rd Mill Rd Tuscany Tr American Way Grande Tr Freedom Place Bristol Ridge Rd Secondary Roads Old Glory Dr Amos Ave Alden Ave Rood St Henning Ln McLellan Blvd Cryder Way Squire Cir Burr St Cranston Cir Hobbs Ln Ellsworth Dr Constitution Way Jeter St Matlock Dr Justice Dr Lehman Cr Berrywood Ln Seeley St Anna Maria Ln Bailey Rd Bissel Dr Beresford Dr Shoeger Dr Brady St Crooker Dr East Millbrook Cir Cul-De-Sacslparking lots Old Glory Ct Patriot Ct Burr Ct Hobbs Ct Grande Trail Ct Hollenback Ct Cryder Ct Rehbehn Ct Jeter Ct Ellsworth Ct N5 Primary Roads E. Countryside Prky McHugh Rd Kennedy Rd Marketview Dr Autumn Creek Blvd Secondary Roads Menard Dr Carpenter St Wild Indigo Ln Prairie Rose Ln Switchgrass Ln Hayden Dr Bluestein Dr Lavendar Way Sienna Dr Emerald Ln Orchid St Coral Dr Crimson Ln Cul-De-Sacslparking lots Coneflower Ct Sage Ct Cobalt Ct Madden Ct N6 Primary Roads E. Somonauk St. E. Spring St E. Main St McHugh Rd Landmark Ave Market Place Dr Secondary Roads E. Center St Park St Elm St Jackson St Walnut St Dalton St Bristol Ave Freemont St Colton St Liberty St Woodworth St Bruell St Behrens St Omaha Dr Clearwater Dr Auburn Dr Grace Dr Birchwood Dr Bluejay Dr Redwood Dr Taus Cir Deerpath Dr Kate Dr Heritage Dr Arrowhead Dr Homestead Dr Heartland Dr Dakota Dr Farmstead Dr. Cul-De-Sacs/parking lots Worsley St Gawne Ln Oakwood St Johnson St Teri Ln Stillwater Ct Haley Ct Wheatland Ct Mistwood Ct Sanders Ct S7 Primary Roads Hydraulic Ave Mill St Heustis St S. Main St State St Morgan St Orange St Fox St Van Emmon St Secondary Roads Elizabeth St Blaine St Adrian St Dolph St Beecher St Washington St W Ridge St Madison St Jefferson St Illini Dr Walter St White Oak Way Norway Circle River Birch Dr Poplar Dr Flint Creek Ln Red Horse Ln Kelly Ave Windham Cir Stony Creek Ln Adams St Cul-De-Sacs/Dead Ends/parking lots Tyler Creek Ct Fir Ct Spruce Ct E Ridge St E Fox St E Washington St Olsen St Bell St Madison Ct Illini Ct W Dolph St W Washington St Alley between S Main and State S8 Primary Roads Walsh Dr Greenbriar Rd Beaver St Deer St Garden St Secondary Roads Walsh Cir Columbine Dr Aster Dr W Barberry Cir E Barberry Cir Burning Bush Dr Garden Cir Badger St Wolf St Deer St Colonial Prky Candleberry Ln Crooked Creek Dr Wood Sage Ave Cornerstone Dr Westwind Dr Cul-De-Sacs/parking lots Columbine Ct Sunflower Ct Walsh Ct Hawthorne Ct Buckthorne Ct Spicebush Ct Coralberry Ct Candleberry Ct Meadow Rose Ln Trillium Ct S9 Primary Roads Prairie Crossing Dr Country Hills Dr Raintree Rd Village View Dr Windett Ridge Rd Parkside Ln Secondary Roads Hazeltine Way Banbury Ave Weston Ave Kingmill St Greenfield Turn Meadowlark Ln Hampton Ln Deeproint Ln Ingemunson Ln Bluebird Ln Canary Ave Goldfinch Ave Tremont Ave Hearthstone Ave Hartfield Ave Warbler Ln Coach Rd Manchester Ln Sutton St Fairfax Way Kentshire Dr Cul-de-sacs/parking lots Baltrusol Ct Clover Ct Sunnydell Ct Harvest Tr Fawn Ridge Ct Claremont Ct Drayton Ct Winterthur Green Waverly Cir Wilton Ct Fitzhugh Turn Phelps Ct Parkinll Lots East Alley West Alley East Hydraulic Ave City Hall Library Beecher Center Rec Center Sidewalks Town Square Bridge Mill St from Hydraulic to Orange City Hall Library Beecher Center Rec Center Salt Routes and Truck Assignments Salt routes will be the same as route assignments. The Street Department foreman will determine the salting application on a case by case basis. Storm Categories Category 1 This would be a storm of little significance to the safety of the motoring public. This would include accumulations of anywhere from a dusting up to F. The snow removal operation in this instance would be to salt the collector roads, school routes, and any sharp curves, hills, and sidewalks in front of city buildings. In this operation, no other streets would be plowed or salted. This would not be a full crew operation. Instead, there would be up to 9 salt trucks on the street at any time salting and removing any necessary snow. Category 2 This would be considered our"typical" storm. This would be a storm that would accumulate 1% 6" of snow over the course of a day or night. The entire chew would be deployed to clear the streets starting with the collector streets, then clearing the secondary roads, cul-de-sacs, and parking lots. Usually in this type of operation, the crew will open up the roads without salting anything except the hills and school routes. After the storm has passed, they will return to clean up any residual snow and salt the collector streets. Category 3 Category 3 storms are any storm that is forecast to accumulate more than 6" of snow or snowfalls of lesser amounts if it is forecast to have blowing and drifting snow for long periods of time. Once it has been determined to be a category 3 storm by the concurrence of the street foreman and the director of public works, the following procedures are to be followed: All employees will be expected to work for the duration of the snow event unless there has been a scheduled vacation approved. It will be determined at the beginning of the season a rotational shift of employees that will be sent home after 8 hours of plowing to rest and return in 8 hours for up to a sixteen hour shift. The employees that are not sent home will work a sixteen hour shift and be relieved for 8 hours to rest and then return to work. Collector streets will be given the highest priority followed by secondary streets then cul- de-sacs. By following these priorities, we will be able to move the most traffic safely. If the storm intensity is such that we find that we cannot keep the collector streets passable with our large trucks, we will then take employees in smaller trucks from the secondary and cul-de-sac routes to assist in clearing the collector streets until such time that the street foreman or person in charge is satisfied that the smaller trucks may return to their normal routes. During the snow event, there will be no salt spread except for the hills, dangerous curves and intersections. Once the snowfall has ended, the final clean up can begin. At this time, the large salt trucks will begin clearing the collector streets while the smaller trucks start on the secondary streets and cul-de-sacs. Once the collector streets are complete, the large trucks will begin salting the secondary streets,then cul-de-sacs. Parking lots and sidewalks will be plowed and salted after all city streets are cleared of snow and salted. Category 4 Category 4 storms are any type of freezing or frozen precipitation. With this type of storm, the public works department will have to make operational decisions with each storm due to the fact that the weather is very unstable at this time and may change throughout the course of the storm. In most cases, we will use caution and pre-salt all roadways to protect them from icing. Post storm procedures When the storm is over, the following items should be completed • Fill out time sheet and overtime worksheet if applicable • Fill out and turn in any property damage forms to the street foreman • Fill out and turn in any vehicle/equipment repair forms to the street foreman 60 C J= �� o United City of Yorkville -XA Public Works Department EST =1836 800 Game Farm Road .4 I a� Yorkville Illinois 60560 .:. 0� Telephone; 630-553-4370 Fax: 630-553-4377 United City of Yorkville Mailbox Standards and Replacement Policy Mailbox Standards The United City of Yorkville follows the guidelines set forth by the United States Postal Service regarding mailbox placement and standards. (Exhibit 1) The full version of the document is United States Postal Service Bulletin 21997 (5-6-99). Mailbox Replacement Criteria for mailbox replacement 1. Mailbox must meet City standards for installation and material. 2. Only mailboxes that are struck directly by a City vehicle or piece of equipment will be eligible for replacement. Damage caused by snow will not be eligible for replacement. Mailbox Replacement Procedure 1. Resident must notify the Public Works department within three(3) days of the occurrence. During this time, a temporary mailbox will be placed until a determination can be made as to whether or not the City is responsible. 2. A Public Works representative will inspect the mailbox and make a determination as to whether or not the mailbox was properly installed, the material was in good condition, and if it was struck by a city vehicle. 3. If the determination is made that the City is responsible for replacement of the mailbox, the homeowner is eligible for reimbursement of up to $75.00 for material to replace the mailbox. Reimbursement may be submitted to the City after the homeowner installs a new mailbox and it is inspected by a Public Works representative. 4. If it is determined that the City is not responsible for the damage, it will be the homeowner's responsibility to replace the mailbox following City Standards. UNITED CITY OF YORK 17LLE STANDARDS FOR MAILBOX PLACEMENT g post not to be larger than 4'W" wood post 4112 "Dia. wood post 1 ,L "steel post 36" TO 42" FROM STREET ground level anchor no deeper than 24" STREET BACK OF CURB 1. Mailbox height is 36" to 42" measured from the bottom of the mailbox to street level. 2. The front of the mailbox may NOT extend beyond the back of the curb or overhang the curb or street. A 6" setback measured from the back of the curb to the front of the mailbox is suggested. However, the front of the mailbox should NOT be greater than 6"from the back of the curb. 3. UNACCEPTABLE SUPPORT STRUCTURES Brick Concrete Block Masonry Columns Stone Large Dimensional Lumber or Steer STATE OF ILLINOIS ) )ss COUNTY OF KENDALL } ORDINANCE NO. 2002-33 AN ORDINANCE PROHIBITING PARKING ON ALL CITY STREETS WHEN TWO (2') INCHES OF SNOW ARE PRESENT WHEREAS, the Mayor and City Council of the UNITED CITY OF YORKVILLE, upon recommendation and request from the City Police Department, and the City Department of Public Works, deem it to be in the best interest of the community to restrict parking on all City streets when there is a snowfall of more than two (2") inches to allow the City Department of Public Works to plow the snow in a safe and efficient manner; and WHEREAS, said parking prohibition is for the purpose of protection of persons and their property; and WHEREAS, the City Council has fully considered the best interests of its citizens and the City in passing this "No Parking Ordinance": NOW THEREFORE, the Mayor and City Council of the UNITED CITY OF YORKVILLE, upon motion duly made, seconded, and approved, hereby ordain as follows: I. That there shall be no parking on any City streets in the United City of Yorkville, except for emergency vehicles during emergencies, after a snow fall of more than two (2") inches. 2. That there shall be no parking on any City street in the United City of Yorkville after a two (2") inch snowfall for twenty-four(24) hours after the snowfall has ended. 3. The Public Works Department is directed to prepare and install signs throughout the community regarding this Ordinance. 4. Violation of this ordinance shall result in a fifty-dollar ($50.00) fine per occurrence. 5. Additionally, the City shall further be allowed the right to tow any illegally parked vehicle and to assess to the owner or driver of said vehicle any and all reasonable towing charges as are billed to the City. SEVERABILITY: The various parts, sections and clauses of this Ordinance are hereby declared to be severable. If any part, sentence,paragraph, section or clause is adjudged unconstitutional or invalid by a Court of competent Jurisdiction, the remainder of the Ordinance shall not be affected thereby. REPEALER: Any Ordinances of parts thereof in conflict with the provisions of this Ordinance are hereby repealed to the extent of such conflict. EFFECTIVE DATE: This Ordinance shall be in full force and effective 15 days from and after its passage and approval by the Mayor and City Council. IN WITNESS WHEREOF, this Ordinance has been enacted this 24"' day of September 2002. STATE OF ILLINOIS ) )ss COUNTY OF KENDALL ) ORDINANCE NO. 04-27 AN ORDINANCE TO AMEND SECTION 6-2 OF THE CODE OF ORDINANCES OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS Snow Deposits on Streets WHEREAS, after careful consideration by the Mayor and City Council it has been determined that snow deposited onto City streets from driveways and sidewalks has become a serious problem; and WHEREAS, the snow deposited back onto the streets becomes packed by traffic and subsequently becomes a traffic issue in that if the packed snow on the streets does not melt, it can become a problem during the next City snow removal; and NOW THEREFORE, the Mayor and City Council of the UNITED CITY OF YORKVILLE, upon duly motion duly made, seconded, and approved,hereby ordain as follows: SECTION 1: DEPOSITS ON STREETS, SIDEWALKS Section 6-2 of the Code of Ordinances shall be amended to add the following: 1. It shall be unlawful to deposit snow onto the streets while removing snow from driveways and sidewalks. 2. Violation of this Ordinance shall result in a Fifty Dollar($50.00) fine per occurrence. 3. Any United City of Yorkville inspector, employee, officer, a citizen observing a violation of said ordinance may file a complaint by notifying the United City of Yorkville Police Department. SEVERABILITY: The various parts, sections and clauses of this Ordinance are hereby declared to be severable. If any part, sentence, paragraph, section or clause is adjudged unconstitutional or invalid by a Court of competent Jurisdiction, the remainder of the Ordinance shall not be affected thereby. REPEALER: Any Ordinances of parts thereof in conflict with the provisions of this Ordinance are hereby repealed to the extent of such conflict. EFFECTIVE DATE: This Ordinance shall be in full force and effective 15 days from and after its passage and approval by the Mayor and City Council. TN WITNESS WHEREOF,this Ordinance has been enacted this 1 lth day of May, 2004. Yorkville Public Works Property Damage Report Driver Date: Property Address: Damage To: Mailbox Damaged by snow from plow: Mailbox Struck: Parkway Damage: Other: Explanation: _ Return to Street Foreman at the end of each shift. Baseline Rd 30 Beecher Rd €� i Bertram Dr Biscayne Ln z 5` — Bristol Bay Dr Burnett St 1 Caledonia Dr S 4Ynkl�rnp 1.. . Commercial Dr ! _,.r..r..r..r••rr.r..r.� cur..r..r..rur.w+..rw.root+•.w.arxxr.+:•.ra.rurx•r..rrx>•.+�• Corneils Rd r.............xrurw.�.worx. rx.ro.orr.rur..r rr� �.._..r.._.....wr.._..? i Crestwood Dr Faxon Rd - - 1 ,,,.� .rrr.r..ry l Fontana Dr 9jIT . �.m. • .-` t z_ _ ,�• Gabriel Dr ex �Erls�al Illay or _ '' Gardiner Ave Half Moon Dr � i + •„ " i .. Ben--. 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Berrywood Ln �atrm c I v m Big Rock Blvd Bissel Dr Blackhawk Blvd - : F .nr ; r Brady Stx _ .� UJI Bristol Ridge Rd hla � Burr Ct wHla ._ �L Burr St .. r..—ue.•sre.—•,—.,rF. .� Cro °�e�r Constitution Way a �° Cranston Cir Crooker Dr �.�,. + ; ± •�•' Big Rock Blvd gefo,�j #mac` ty Cryder Ct •• i I ° ' • �0reslo° r Cryder Way " to $eresfor Ur 4 ••f,• " E Mill Brook Cir .. —• "'" _ \ Iti nom• ►•+ 1 ,4 fi a C< Allegiance Cro Ellsworth Ct � .�_- ,, �, s• •.�"'�� Ellsworth Dr t _ m' m ..►'• ''`• •'• s�( • M Evans Ct .—.. t j _. +••,••_•• -.►+.' , r ti Freedom PI j .+•�"' +• ' 0 Grande Trail Ct —. �. •S°" ••' ��•+ " Berrywood Ln iq� I � Grande Trl ells Rd •• •�•'�""—`� '� Seeley 51 Havenhill Ct —••—••+. '+.• � Henning Ln t Ln Hobbs Ct ��c`o y Huotst +•r'•r'`r rande Trl t^ram g� - dcwr'u°°i�x Hobbs Ln Free`e l'R' r•'••'' dote Pi {, ; sC Y •' Hollenback Ct North St ,� ; •,�•``+ mw Jeter Ct ; a e Lewis St Jeter St •., x St Justice Ct ,.••' H S N, `Sf Justice Dr a d a ap o Rp Kennedy Rd •�.�.. �� ,c U Rt a yai Dave �—'�� Z. r ro � .-_- , Lehman Crossing gam sr j ; - „J 0!1 x g qr I south St g `�- �\.r v Lyman Loop �`v�ri�•,! r,.j i � �* _. "a o! Matlock Dr o j��t �•r,.—.r�..r.......r..y / p \°tY by `'ao\\ C� t:; Edythe t L• / McLellan Blvd tr, / �� `� , °' O '_" k MITI Rd t a r/'- 4 MO T Old Glory Ct m Ave y` ' _ y Old Glory Dr + '�• t spa° o° �z Cre, / G a<\6 Rlvr _• t � Patriot Ct 4�, Preston Dr % �.. Ln TYa"�f ??� t $stn . Rehbehn Ct ��• %. Rood St `. j r Trl w �° I gr;stol Gt • Seeley St " o .• o� aa�r' •I 4 0 .' ° y k A �� i /, River Wood Shoe er Ct g `c c �s o ShoegerDr o aa- ! - c t. + �.;4� Squire Cir 5nyre o`. Lpp ti �� %.• �� NO" - Sunset Ave °-ChBCt y4 F °yhr►'•� • 40 `4 �� ( ry Tuscany Trl '•t s � i gag Cl e •, � � !$ a� I' •.r i��• Prairie Mead we Dr •i` g ~da O�,k\ - p- exinaton Clr Snow Plow Zones 0.25 0.125 0 0.25 0.5 0.75 1 4N W �E October 2008 Miles S United City of Yorkville G!S F .t Andrea Ct �.♦ Ct Q' �.f irj9 Ln J (� .iTra�C Autumn Creek Blvd X, t f y Bluestem Dr :♦ TN op Boomer Ln lies - • � Carpenter St ! ♦ d a ^ P ~" y o t1 Cheshire Ct : •♦ �� a�Q' r• ♦. 'a" Cobalt Or �e 1•. J 's '`i' M - Coneflower Ct eaOt ! �.f �6� ,.�' ''♦�1p �, a a, J N Burr\iy Coral Dr O prate ; i `�♦ �~ • , J`` L Ct r Crimson Ln �� .♦• $ Sd` �� _ \9'y •��' Dover Ct N _ - -- __Z 4 he5 ��e c -" Q Dover Ct S _ _- _ - a oc G Ct t La Dr 1ey�►: ,ra♦ Go ♦''� ,r P e �Q, '' .�•• 5 E Countryside Pkwy . •, - Cs rr 00 @,• 3 ` ,�ra� Emerald Ln j .J' - ; r • .r'? i♦* �_-v '�i •i Qi Essex Ct ' -. ._.- ,t .� ♦• �• _\ �,r ♦JQr Fairhaven Dr Fairhaven pr ,�� •* � '� ♦ _ o Hayden Dr 0 , .. .•• � 4' �! ♦• ♦, Sage Ct N Kennedy Rd � ! �. �•, � ♦`Lavendar Wa y 0. � �:.v, *,♦ ♦ * Madden Ct �♦ ! r.i• .►� 1 � ..� , '� ♦.` Marketview Dr "`"'�. j Meadows Dr .° hiry r Prairie Meado r� ♦ ti McHugh Rd ♦; ��• Gir r,. �` ♦� a� Menard Dr Lexln9to" i •S% �' / Newbury Ct Orchid St i i c •,..•�' s� � " �� 5N 0? Overlook Ct n ! j,��..�..� �,� ,, `•� �t - Ct 1. �, Pralre Grass Ln R o ••-••�•'l.,� `X ��ueste'� ,a r, Qta Autumn ! Cree,� Prairie Clover Dr .. ••- " •• • t m y... • 'b t•.: y+'' r Prairie Meadows Dr r J' CID • Prairie Rose Ln o �0 .: .- 4+ i• Sage Ct � cif Q� ,••r. V- w Sienna Dr M, ae\N �•• e a� a Switchgrass Ln Wild Indigo Ln +..� _1 �a� r•.r�• ;«� r Oil 44...j rgente A 4 Si--! Ned - '> dig. ♦, ♦; �•'�*+ ^ ` K `• ~ Menard Dr �Prairle Poi •• hte r•'r m 1 .• 1 r' E Countryside Pkwy .•�* , Cl •X I r rrr. rrtirr .r.rr. .� • �• s J Farmstead .% Dr ••�, ,, , i--.Veteran� Dtl`. - ' T4 ter• o • ",..•, ,ayl� .a ._ Leisure i `s f ♦ r-%.. Snow Plow Zones oss a125 a 0.26 a.s 0.75 ti w 5N October 2008 Miles S United City of Yorkville GIS es i Arrowhead Or -- Ave If-.___. i..�.. .Vetera S }]�''��ssff t Auburn Dr ~— j..�..... �..n._.,........, p�� ,..••� (/� ,,`, Behrens St . Birchwood Dr Leisure St rr*0 j - .:_[ �- •� �,� Ra ` Bluejay Dr '? ° _.`._`.-� v+ 1 ; i ' •�'• .wyp - Bristol Ave L r.. ,. ., .r.r f • ,.� I X ' `'� �'',•. �•,•, `/ Bruell St Pleasure Dr , � '� r " `''` t . o'° `'•�•.. 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P '' Liberty St iY Marketplace Dr auk St Martin Ave _ _ . -_ . j ;`-` N�• 9 /� McHugh Rd i1 i ► j COQ Oi� Mistwood Ct ; - E Spring St o r r,_6 ' i.. � 'a4rn ♦` q l Oakwood St a t 1 Dr 9 t Omaha Dr ,.L ~ . �__ �_ �_. -.z _ .. t4,ti!• A.4., 1 i O '�'�s i Redwood Dr v > > q y.+ � �" .�.. ..�.._.._ O 't -' Sanders Ct - -�---� C nter St ; �' [L v y� ` Stillwater Ct = �--- , ti Taus Cir - f i c LIJ Teri Ln V° d a„Behrens St� Tuma Rd co t .. •• "' ” . .• 0 Wacker Dr C C y � �,.Walnut St Main S i Ca Wheatland Ct R x C Wooddale Dr i O s0 nse� Lr► 'a�� Woodworth St i r „_.._.,. "� i QUl_ elS� Worsley St C RjV E Hydraulic Ave Snow Plow Zones 0.1 0.05 a 0,1 0.2 0.3 o.a 6N w e October 2008 Miles *14- S United City of Yorkville GlS " Aaron Ln River Rd .. .. „ ,•. Y v m 0) Behrens Adams St i "'�•. ..*• 4 _ X Adrian St ° • �•. • •� J v o Bell St ! `'••-.:�.. !: E Main St _ m o Blaine St E Fox St t ca ' — 1 j O� E Hydraulic Ave r E Orange St -- — :........-... ,,�. Ga .. .,� _ - . E Ridge St x ,. _._.._..� .,.� o ±the [n EVan Emmon St .. . '`...... .,.... ...... .,_....,. . - _ E St Washington . °rrr.. •r °" `' 4 g River Birch Dr - �.., Elizabeth St Fir Ct • River Birch Flint Creek Ln ► - ___ __�._____. E Hydlt Fox St S ;° L�k - y i - :� Foxboro Ct a C'tr n V Q". j I n, Foxboro Dr E n E '- Heustis St Stool . qf �►IVlatlis0 St' ~� --��— ------ Va_ IlliniCt yf Illini Dr �� c�D tl W R dge St Jamestown Dr „ Cr) m �, E Rid Jefferson St n C� Kelly Ave O 0 � _ m 2 .M Madison Ct Fo x$# Mansfield Rd Maple Ct �' . ._ v! Lngt�n m '. = p ` Maple St `n G�X Sti as jp 1 E wash StMils St 4no 9to S _ .�. Morgan St �0 �r�X% y ' z y L) f i Norway Cir _ I -Y i Olsen St Q �, WD yy p h = E Orange S --�--- r Buhrmaster Ct Oxford Dr .� , c olph st c p $t Poplar Dr ,;, S. Olsen Redhorse Ln S� w B N Or St Roil ,�St River Birch Dr ,� �O�' Q e eC er River Birch Ln '� ! 5t Walter St i S Main St n°. 1 Blaine St 5 Sharon Ln - . tll Spruce Ct .- .. I�n� Dr + � ti _ �� -�- ._ _ • State St Elizabeth St Stoney Creek Ln �y. t:` j c f._°. ..r Tyler Creek Ct # .. Flint Creek Ln _. — a W Beecher St ' ti 1 { W Dolph Stf '`` .�• �... Colonial . W Fox St ,,. C3 W Hydraulic Ave '' 0-% 1 �`�• Q Cep �" Spi ebush _ra_.r_..r°.� a 4. O , I W Madison St kF 1r . �� . ,,•`,•. `0 ` I W Orange St .�''` ,n # i �D 'ti Ct Beaver St O ' �••�/•�• l/S, W Ridge St 91 ----` �. W Van Emmon St p, t;l! �fUSh Dr W •�''., 'a �•�•. W Washington Ste S Walter St -+ ha ! Butnin9 to ' va i °� '•. ,i i 'C 1 White Oak Wa y Cir '� c Windham Cir �Gk0r1 i:.k trpt G 'O 41 12 m Windsor Way ; H .,.••'i BuGK t p .� Garden St Im ❑ �'r q •. '••,,�•.� go iEt G olf S# � o W r -� �1 pine G� ► .•''�.. i aLvtll cn �O i •�-�, Plow Zones 0.2 0.1 0 0.2 0.4 0.6 0.8 w��e 7 Snow October 2008 Miles s United City of Yorkville GIS M Olsen St Aster Dr S"� y=,. '� W Beet N }� RO t Badger St CIE � ' Q er i Beaver St �` St — Walter St i Buckthorn Ct f, f � ' 4 Blaine St i Burning Bush Dr , 111�rtr Dr G� Candleberry Ct ` , may ;-llin Candleberry Ln Elizabeth St Colonial Pkwy nt Creek Ln Columbine Ct a ° Columbine Dr Coralber Ct Colonial" - _ Pkwy Cornerstone Dr o r►•.�• 0 Crooked Creek Dr [ pi a ush '�—..........a (D ,�, Ooh i Deer St Ct m •�• 4 j E Barberry Cir Beaver St ❑ r �•. 0 Garden Cir �. Garden St �u ++ • d '�.• !•'t! •i it Green Briar Rd g�rn+n9 U) a Hawthorne Ct Cir as ` 0 . •L Meadow Rose Ln a' r .� i� Spicebush Ct .•�..� �UCk�no �. Garden St p �� r p i •,• Sunflower Ct .� (,t i_Q m f' ai 1 �•. ..• IM Wolf t pr a axi Trillium Ct i ,,••`' `y y Sj O O r•t �••� W Barberry Cir '' ...'•` !� dWthorn N i �o U Walsh Cir +�•• ! Ct a °od ; �•.� Walsh Dr $�+ Westwind Dr Cor �7 �• •� Wolf StCf Q�s� L. j//.. ..,.. -� _j +� �4hj •� / j �• �+ ............... 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Walnut Dr Wythe PI t •=r••r••— ""r"—"^'� 1 Snow Plow Zones 0.25 0.125 0 0.25 0.5 0.75 1 9S October 2008 Miles United City of Yorkville GlS $ Reviewed By: Agenda Item Number J= Legal ❑ EST. 1636 Finance ❑ 1 `' Engineer El � jfl &0 City Administrator F-1 Tracking Number �� 0 Consultant ❑ ❑ 14�"( rjCfO 1 Agenda Item Summary Memo Title: PW overtime/comp time discussion Meeting and Date: Public Works Committee October 21, 2008 Synopsis: Discussion topics and ideas to reduce overtime and comp time discussion topics Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: None at this time Council Action Requested: Submitted by: Eric Dhuse Public Works Name Department Agenda Item Notes: ,� D C1ry Memorandum J2 R 1. O esr. _ 1e3e To: Public Works Committee From: Brendan McLaughlin, City Administrator Date: October 17, 2008 <4E y� Subject: Overtime and Comp Time Policies The City Council referred the issue of lowering the maximum Comp Time Balance from 120 hours to 80 hours to the Public Works Committee so that the committee could review the potential impacts to operations. Additionally, the Administration Committee recently reviewed overtime expenses related to Public Works and because overtime and comp time are linked, this report also covers overtime in the Department of Public Works. This report is broken down into five sections to aid in the oversight of the various aspects of overtime and comp time. 1. Comparison of Calendar Year 2007 Overtime vs. 2008 (thru August) Overtime A listing of overtime for each year by department/division by employee was distributed at the September Administration Committee meeting. The chart below summarizes that report as it relates to Public Works. 2007 2007 2008 Dollar Percent TOTAL PRORATED(S112tho Thru August Inc/Dec Inc/Dec STREETS $10,544.86 $ 7,029.33 $11,682.68 $4,653.35 66% SANITARY $ 2,908.08 $ 1,938.72 $ 3,987.46 $2,048.74 106% WATER $40,924.61 $27,283.07 $ 23,170.30 -$4,112.77 -15% TOTAL $54,377.55 $36,251.70 $38,840.44 $2,588.74 7% The Streets Division had a significant increase in overtime in 2008. This is due to the frequency of Winter Storms that occurred in January, February and early March. The Sanitary Division roughly doubled their overtime, however this started from a fairly low number. The Water Division actually managed to reduce their overtime by fifteen percent and this reduction would have been larger had the division employees did not have to assist with snow plowing and salting. To gain an even better understanding of where the City incurs overtime expense, I've prepared a spreadsheet that list each employee by division and tracks where overtime was incurred by pay period. As you can see in that spreadsheet, the vast amount of overtime is concentrated in the winter months and relates to salting, plowing and water main breaks. In just five pay periods the City incurred approximately 60% of its overtime expense for 2008. 2. Overtime Comparison to Neighboring Communities In an effort to see how Yorkville's Public Works Department compares to neighboring communities, I contacted Montgomery, Sugar Grove and Plano and received their Fiscal Year Ending April 30, 2008 Budget to Actual Reports. In reviewing the reports, Plano was removed from the review as their computer system does not include a separate line item for overtime. Overall, Yorkville expended the least amount in overtime. YORKVILLE SUGAR GROVE MONTGOMERY DPW STAFF 16 12.7 15.75 TOTAL STRAIGHT PAY _ _ $ 777,613.50 $ 649,517.61 $ 798,295.04 TOTAL OVERTIME i $ 65,878.57 $ 71,035.89 $ 143,488.82 STREETS STRAIGHT PAY $ 268,667.06 $ 203,225.60 $ 228,127.89 STREETS OVERTIME $ 32,012.21 $ 19,091.20 $ 98,297.27 UTILITIES STRAIGHT PAY $ 508,946.44 $ 446,292.01 $ 615,830.66 UTILITIES OVERTIME $ 33,8.66.36 $ 51,944.69 $ 45,191.55 3. Proposal to Reduce Comp Time Bank Maximum from 120 hours to 80 hours The item forwarded by the Administration Committee to the City Council was a proposal to lower the maximum balance of a Comp Time bank from 120 hours to 80 hours. The issue was forwarded to the Public Works Committee to review what operational impacts could result from implementing this proposal. The Public Works Director and Parks Superintendent have reviewed the proposal and believe it would have some negative impacts on their operations. The main concern is that an employee could easily accumulate 80 hours of Comp Time during the winter months and then the City would be forced to pay out overtime, raising the total expense to the City. The primary method for accruing comp time is winter operations. This is the time of year when employees are most needed outside of the normal workday. The two departments have managed to keep the overtime payout in check by having employees accumulate comp time and then having the employees schedule time off later in the year when their time off can be absorbed. Their preference is to keep the comp time maximum at 120 hours. One option they did discuss was to consider having employees reduce their comp time bank to 40 hours before the winter season sets in. This would help get the total exposure reduced each year and still aid in keeping overtime payments down from winter operations. 4. Change in Water Operations to Eliminate Scheduled Weekend Overtime The Water Division in Public Works has previously scheduled employees on a rotating basis for Saturday and Sunday reduced shifts (5.5 hours). This was done to maintain the integrity of the water system and to meet federal clean water standards for sampling and monitoring. In an effort to reduce overtime expense, in November they are implementing new work schedules to cover weekend monitoring within their standard forty hour work week. They will reduce the amount of work that had been done on the weekend to the minimum required to comply with federal clean water standards and maintain safe operations. Because of federal and state employment laws and the way our payroll cycles are structured, it creates an unusual schedule, but one the department feels will work. The bottom line is that the department believes it can eliminate 571 hours of overtime by implementing this change. S. Suggestion to Permanently Schedule Employees on Saturdays It was suggested that the City may reduce overtime costs by having two employees regularly scheduled to work on Saturdays. This could be done when a new employee is hired or it could be done on a rotational basis. Staff pulled the time sheets for public works since January 1, 2008 and reviewed to see how much overtime was incurred through Saturday callouts. A spreadsheet detailing Saturday Overtime (water system monitoring excluded) is attached. The lion's share of Saturday overtime is in snow operations (49%). After snow operations, the water system is a distant second in overtime on Saturdays. Streets and Sewer have very minor amounts of Saturday overtime. The largest callback for water operations is when the Water Supervisor cannot adjust the system remotely via SCADA or override an alert. At that point, he physically has to come in and manually adjust the system. With the Tower Lane Water tower being painted this summer, he has had to come in more frequently. Finally, nearly half the Saturdays to date have had no employees coming in for overtime. Staff does not believe permanently scheduling employees for a Saturday day shift would be effective in reducing overtime expense. OVERTIME Calendar Year 2006 thr[r August 30th Name Title 5-Jan 19-Jan 2-Fab 16-Feb 1-Mar 154Mar 29-Mar 12• 26-Apr 10-Ala 24-Ma 7-Jun 21-Jun &Jul 19-Jul 2-Au 16-Au 30-Au 13-Se 27-Sop 11.Ocl 25-0e1 6-NOV 22•14OV 6-0ec 20-Dee TOTAL ALBERT COLLINS JR. Streets Opeerabd 6.00 2.00 2.00 11.50 5150 2.00 29.00 DURKEN HENNE Streets Operator/Electrician 3.00 16..50 1000 29.So MATTHEW SENG Streets MWII 11.00 3.50 19.50 21.50 13.50 5.50 11.00 15.00 16.50 117.00 JOHN SLEEZER Streets Forman 1650 11.00 20.00 20.50 1350 2.50 7.50 7.50 2.00 9.50 5.50 2.50 2.00 750 5.50 6.00 139.50 ROBERT WEBER Streets MWII 0.50 0.50 BRLAN YARBROUGH Mechanic STREETS TOTAL 3350 14.50 44.50 Sam 99.00 &Oo l 7.50 7,50 11.50 2.00 9.50 17.00 20.50: 2.50 2 10m 7.50 5.50 24.50 - 315.50 DAVID BEHRENS Sewer Foreman 300 9.50 16.00 24.50 11.00 7.50 7.50 1.00 2 00 92.00 TONY MEDINA SewerMWI 5.50 2110 10.00 2.00 15.00 34.50 CUNT SC 4W PCMRAT Sevow MW I THOMAS TATE Sewer MWI - i SEWER TOTAL 3.00 9.50 16.00 24.50 16,50 9250 7.50 1.00 2,00. 10.00 2.00 15.00 11630: BRETT BEHRENS WaterOperalor 12.50 3.50 13.50 2050 6.50 2.00 $8.50 JUDY DYON Utility&Ihry Clerk KEVIN LAWRENTZ WaistMWll 2650 5150 13.50 .74.00 1830 2.00 5.00 6.50 2.50 15.00 7.00 8.00 5.50 530 145.00 JOE MOORS WaLarOpetatof 20.50 3.50 25.50 10.00 24.50 1.50 1.50 3150 6.50 5.50 2,1.501 100 8.00 6.00 134.00 BRIAN SORENSEN Water Foreman 23.50 12.00 21.50 20.00 19.00 1050 6.00 10.50 650 8.50 10.00 9.50 11.00 10.50 12.50 193.50 MICHAEL WATERS Wa19r MWII 3.00 11.50 6.00 4.00 6.00 2.00 11.00 1.50 12.00 15.00 72.00 . ._.0 26.06 36.50 18.00 15.00_ - - - - .. . .. _ .. - 603.00 WATER TOTAL 83.00 27.50 85,50__ 80.50 72,50 2000 --_-1450 1050 SB.50 20.00� 5.$0 8,50_ 24.50 BI.00 5.50 EDIPWTOTAL 11950 51.50 146.00 163.50 138.00 81.50 29.50 18.00 40.00 20.00 7.50 18.110. 42.50 53.50 98.50 _ 38.50 25.50 22,50 45.00 - 1,035.00 Percentage of Total OT 12% 5% I4% 16% 12% 4% 3% 2% 3% 2% 1% 2% 4% 5% 4% 4% 2% 2% 4% COMP TIME Calendar Year 2008 thru August 36th Name Title 5-Jan 19-Jan 2-Fab 16-Feb 1-Mar 15-Mar 2"ar 12- 26-Apr 10-Ma 24-Ma 7-Jun 21-Jun 5-Jul 19-Jul 2-Au 16-Au 30-Au 13-Se 27-Se 11.Oc1 25-OCI 5-Nov 22-Nov 6-Dec 20.000 TOTAL ALBERT COLLINS JR I Streets O eralor 10.50 18.00 24.50 29.50 400 5.50 5.50 710 13.00 118.00 DURKEN HENKE SVeeLS operalorli5lecunan JI.50 4.50 17.50 5.00 1.00 400 2.00 4.50 50.00 MATTHEW SENG Sueels WWII JOHN ISLEEZER Streets Farman 9.50 20.00 15.tl0 44.50 ROBERT WEBER SueetsMWll 6.50 3.50 14.00 21.50 6.00 51.50 BRIAN YARBROUGH WeAMM STREETS TOTAL 38.00 26.00 76,00 7100 10.00_ 530 5150 1100 7.50 17.00 2.00 _ 4,50, _ - - 26400 DAVID BEHRENS Sewer Foreman 2.00 1.50 3.50 TONY MEDINA Saver WWI 12.00 5.00 22.50 30.50 0.50 16.50 11.00 1.00 7.00 106.00 CLINT SCHWIGKERATH SewwMWI THOMAS ITATE Sewer MWl 2.00 21.50 18.50 9.00 0.50 2.50 2.00 56.00 SEWER TOTAL 14.00 16.50 41.00 39.501 D.50 3,00 16.501 1300 1.00 7.001 3.50 165.50 BRETT BEHRENS Water Operator JUDY DYON Ubiiry Billing Clerk KEVIN LAWRENTZ WaterMWll 150 3.50 6.50 4.00 050 1.00 2100 100 1.00 0.50 0.50 2.00 4.50 28.50 JOE MOORE Water OperalDr 6.00 0.50 5.00 4.00 1.00 1.50 4.00 2.00 1.50 2.00 2.00 1 200 3.50 35.00 BRIAN SORENSEN Water Foreman 8.00 550 5.50 6.00 6.00 5.50 2.00 7.00 11.00 400 2.00 100 9.50 5.00 80.00 MICHAEL WATERS Water MWII 150 4.00 10.00 6.50 4.00 7.00 4.50 41.50 WATER TOTAL 19,00 1350 2050 21.00 18,00! 7" 7.50 150 1030 5.00 8100 � 1300 4.00 _ 2.50 2.0011 500 13.550. 13.00 185,00 DPW TOTAL 71.00 66.06: 137501 131Sg 78,50 10,56 7.SD!l 2350 1 1600 6,00 28.50 30,00 4.00 1150 5.00 5.00 1 2050 1 21.00 614,50 Percentage of Total 12% 11% 22% 21% 5% 2% 1% 4% 3% 1% 5% 5% 1% 0% 1% 1% 3% 3% SATURDAY OVERTIME Calender Year 2000 thru August 30th c C c M M {p M b Q O. a }. A W W c 7 s 7 7 7 7 Im _ n n 0. a o m Q C m a LL ri `° R a ¢ Q d A g ? 7 ? -7 3 ¢ 4 Q mi of ui F ? N �n LL' LL +b uS N d� Q N o+ m o n v r ? v m N m 4. Q m ri o y Nf o ti O Name Title V7 N N N m N ri N N n N N N N CD r N n 0 r N N ALBERT COLLINS JR Streets Operator 6.00 2.50 8.50 DURKEN HENNE Streets OperatorlEleclncian 4.00 2.00 2.00 B.OD MATTHEW SEND Streets MWII 3.00 2.D0 5.00 JOHN SLEEZER Streets Forman 4.00 3.00 2.00 2.00 2.00 2.00 15.00 ROBERT WEBER Streets MWII 6R4AN KARRRAI'a Mechanic STREETS TOTAL 17.00! 5.50 - 2A0 - 2.00 4.00 2.00 2:00 2.00 36.50 DAVID BEHRENS Sewer Foreman 2.00 2.00 4,DO TONY MEDINA Sewer MWI 3.50 3.00 4.50 0,50 2.00 13.50 CLINx S6FIIAF{6f4ERATM SeWBFMWI THOMAS TATE Sewer MWI 3.00 2.00 5.00 SEWERTOTAL 5.50. 5.00 4SD' - 2.00 - 030 4,Op 22.50 BRETT BEHRENS Water Operator 2.00 2.00 JUDY DYON Utility Billing Clerk KEVIN LAWRENTZ Water MWII 2.00 2.00 4.00 JOE MOORE Water Operator BRIAN SORENSEN Water Foreman 3.50 150 2.00 1 2.00 1 4.00 4.001 2.00 1 2.00 2.00 1 2.00 2.00 28.00 MICHAEL WATERS Water MWII 3.00 2.DO 5140 WATER TOTAL 5.50: - 2,50 2,00 2.00 2.OQ 4.00 4.00 _- 2,00 2.00 - 2:00 _4.00 2.00 200 2100 39.00 ^ DPW TOTAL 30.00 10.50 7.00 _2.00 2,00 2.00 - 2.00 - 100 2,00 .8,00 - 4.00 4.00 2,00 - 4,00 4.50 Z00 2,00 2.00 +DO . - 98,00 Percentage of Total OT 0% 0% 0% 31% 11% 7% 2% 2% 2% 0% 2% 0% 2% 0% 0% 0% 2% 0% 0% 0% 0% 0% 8% 0% 4% 0% 4% 2% D% 4% 5% 2% 2% 2% 0% 0% 6% 0% 0% 0 C►Ty Reviewed By: Agenda Item Number J= 0 0 Legal ❑ Cc EST. 1836 Finance ❑ Engineer ❑ -��-- Tracking Number 0 a us City Administrator ❑ �O Consultant ❑ � _ 5 CAE i�,`' ❑ - Agenda Item Summary Memo Title: Caboose Update Meeting and Date: Public Works Committee—October 21, 2008 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Dave Mogle Parks & Recreation Name Department Agenda Item Notes: Public Works Chairman Joe Besco asked for an update on the status of the caboose that the city purchased in 2007. D CIT O United City of Yorkville Memo J 0 °, .," '" 800 Game Farm Road EST _ 1836 Yorkville, Illinois 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Date: October 17, 2008 To: City Council From: Dave Mogle, Director of parks and Recreation Subject: Caboose Update The Caboose, purchased in 2007 is still in its original location across from Riverfront Park. It was purchased by the City for $10,500. Its destination will be at the train themed Whispering Meadows (Bristol Station) Park which is currently under construction and scheduled for completion by the end of the year. The moving of the Caboose to its new home will be the final park development activity and is anticipated for Spring 2009. We researched various moving contractors and to date have found a firm specializing in the moving of homes to be the most practical and economical. Once in place, we will gather a team of volunteers through local promotion and contacts with the Illinois Railway Museum in Union Illinois, who are train enthusiasts, to restore the Caboose to its original look. Contact was made with Burlington Northern early in the purchasing process to ascertain their interest in participating in the restoration. The outcome of the contact at that time was inconclusive, but we were encouraged to communicate again when closer to the start of the restoration process. Staff will soon be covering windows and openings to discourage vandalism at its present location. The delay has been a result of determining a method to affix the boards in such a way that as few holes as possible need to be drilled in the Caboose. ClTy Reviewed By: Agefnda Item Number J= � Legal ❑ f V �� 1 EST. 1836 Finance ❑ Engineer ❑ Tracking Number p 1 ' rr� ~ City Administrator ❑ Po s.. `O Consultant ❑ I t G�co ` �1 - <L E 1�- Agenda Item Summary Memo Title: Alley Maintenance Discussion Meeting and Date: Public Works Committee-October 21, 2008 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Brendan McLaughlin Administration Name Department Agenda Item Notes: This item was requested to be discussed by Mayor Burd. `"eo C/r* Reviewed By: Agenda Item Number J= Legal ❑ �i EST � Finance T 168E ❑ Engineer ❑ Tracking Number City Administrator ❑ ;P C,�$,v O Consultant ❑ lht � ❑ Agenda Item Summary Memo Title: Eldamain Road— County Request Meeting and Date: Public Works Committee—October 21, 2008 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Brendan McLaughlin Administration Name Department Agenda Item Notes: This item was on the September 16 Public Works agenda. It was requested to come back to committee for further discussion.