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Public Works Packet 2012 12-18-12 Co.o United City of Yorkville '" 800 Game Farm Road EST. _ 1835 Yorkville, Illinois 60560 -c Telephone: 630-553-4350 O L Fax: 630-553-7575 �C E AGENDA PUBLIC WORKS COMMITTEE MEETING Tuesday, December 18, 2012 6:00 p.m. City Hall Conference Room Citizen Comments: Minutes for Correction/Approval: November 20, 2012 New Business: 1. PW 2012-67 Water Department Reports for September & October 2012 2. PW 2012-68 Selection of Liaisons to YBSD and Park Board 3. PW 2012-69 Resolution Establishing Water Meter Fees 4. PW 2012-70 Bristol Bay Unit 5 —Bond Release 5. PW 2012-71 Autumn Creek Acceptance of Units 1 a, I b, and 1 c 6. PW 2012-72 Bond/LOC Update 7. PW 2012-73 Pay Estimate for Intersection Improvements at Route 47 and Cannonball Trail 8. PW 2012-74 YBSD Collection Fee Agreement 9. PW 2012-75 Fee Research of Area Sanitary Districts 10. PW 2012-76 Kendall County Grant Application 11. PW 2012-77 Raging Waves Final Acceptance Old Business: Additional Business: UNITED CITY OF YORKVILLE WORKSHEET PUBLIC WORKS COMMITTEE Tuesday, December 18, 2012 6:00 PM CITY HALL CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR APPROVAL: --------------------------------------------------------------------------------------------------------------------------------------- 1. November 20, 2012 ❑ Approved ❑ As presented ❑ With corrections --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2012-67 Water Department Reports for September& October 2012 ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2012-68 Selection of Liaisons to YBSD and Park Board ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2012-69 Resolution Establishing Water Meter Fees ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2012-70 Bristol Bay Unit 5 —Bond Release ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 5. PW 2012-71 Autumn Creek Acceptance of Units la, lb, and lc ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 6. PW 2012-72 Bond/LOC Update ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 7. PW 2012-73 Pay Estimate for Intersection Improvements at Route 47 and Cannonball Trail ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 8. PW 2012-74 YBSD Collection Fee Agreement ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 9. PW 2012-75 Fee Research of Area Sanitary Districts ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 10. PW 2012-76 Kendall County Grant Application ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- 11. PW 2012-77 Raging Waves Final Acceptance ❑ Moved forward to CC consent agenda? Y N ❑ Approved by Committee ❑ Bring back to Committee ❑ Informational Item ❑ Notes --------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 0 CIP Reviewed By: Agenda Item Number J� 6 Legal ❑ Minutes EST. 1&36 Finance El Engineer ❑ Tracking Number Gy City Administrator El r� 9 _© Public Works ❑ Agenda Item Summary Memo Title: Minutes of the Public Works Committee—November 20, 2012 Meeting and Date: Public Works—December 18, 2012 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Minute Taker Name Department Agenda Item Notes: DRAFT UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE Tuesday,November 20, 2012 at 6:00 p.m. City Conference Room Committee Members Present: Alderman Diane Teeling Alderman Jackie Milschewski Alderman Larry Kot Alderman Ken Koch Other City Officials in Attendance: Eric Dhuse, Public Works Director Bart Olson, City Administrator Brad Sanderson, EEI Krysti Barksdale-Noble—Community Development Director Other Guests: Pete Citizens Comments: None. Minutes for Correction or Approval: The minutes from the October 16, 2012 meeting were approved. New Business: PW 2012-61 Ordinance Adopting the Kendall County Stormwater Ordinance—Brad Sanderson said the county has been working for two years on creating a county ordinance. There were a variety of meetings held over the last couple years where all communities were represented. The county has adopted a plan and each community now has to adopt this ordinance by the end of the year. The county provided guidelines and things the city needs to cover which details are outlined in the attached memo. Brad said it is in the best interest of the city to adopt this ordinance. Brad said there are some differences as to what is being proposed, but it is not significant changes. Brad said a few more strict items, but there are things the city was more strict on than the county. Brad said there were some good upgrades and there are some items that the city needs to identify as part of the certification process like naming an oversight committee. Staff recommends this committee as the oversight committee. Alderman Kot asked if the city adopts this ordinance, does the city have to change our ordinances to match this. Brad stated there are some slight modifications,but it replaces current sections. Alderman Kot asked in the future does the city have input on changes, or can the county change things without the city having a voice. Brad said there might be changes proposed but they always seek public input and a municipal comment time frame. Ms. Noble said if you don't like a change it can be expressed at a public hearing and the county would have to sit down and work with the city on it. Bart said the city standards are in front of the county, so it should be minimal over the next few years. Alderman Kot asked if the other communities in the county have adopted this ordinance. Brad said they are planning to adopt this by the end of the year. This item was moved to the regular agenda. PW 2012 62-Property Maintenance Report—Ms. Noble said staff was asked to put together an update on different maintenance issues. Ms. Noble said in the attached memo there are specific items which were discussed in the past. Alderman Milschewski asked about the Nicholson property if there is a time line on things he is told to fix. Pete said it has been adjudicated once for the fence and the grass and weeds. Pete said he did cut things, but after a few days he didn't then the hearing officer fined him and then he cut it the next day after it was cited. Pete said the fence issue was taken to court and he was found liable. Ms. Noble said the final outcome is the judgment after that, the city can still cite him and give fines, but the city cannot force compliance. Ms. Noble said the fines should be a deterrent. Pete said the fines stay with the property and those go on top of the purchase price. Alderman Kot asked if they feel there is progress being made. Pete said for Nicholson it is, for him it is a big step. Pete said Mr. Nicholson will fix fence as soon as he has time. Ms. Noble said the city will continue inspections. Alderman Kot asked if the liens and fines in Windett Ridge will possibly deter buyers. Mr. Olson said no the SSA is a bigger issue, but no the buyers can talk to the city. This item was informational. PW 2012-63 Rush-Copley Regional Stormwater Conveyance System—Final Acceptance—Brad said that Rush-Copley requested final acceptance. They have completed the punch list items and provided a draft bill of sale and a letter of credit reduction as noted in the packet. This item was moved to consent. PW 2012-64 MFT Pay Estimate for 2012 Street Rehabilitation Program—Brad said this was for the Kennedy Road patching and the city passed a resolution for$50,000, so the final price of the job was $47,007.00. This item was moved to consent. PW 2012-65 Pavement Management Study Update—Brad passed out several handouts and maps to the board showing the results of the pavement study. Brad said he wanted to bring this to the committee and present where things are at. Brad said this will give the committee a status update and discuss some results and summarize things to date. Brad said the city wanted to establish a pavement management system. There is a database of roadways and signs and streetlights. This has provided a tool for a cost effective plan and now the city can develop a plan with rehab techniques and look at budgets and run scenarios with the current software. Brad said the inspection has been completed. The van drove around the city and took inventory of top surface then a trailer measured the base of the roads. This study takes into account the surface and the base. The software has been loaded and we have had one day of training and now we have come up with some questions. Brad said there are photos every 25 feet which will be very useful and all information on streetlights and signs. Brad said they rate the surface and two different base components. Brad said sometimes the surface is bad, but underneath it is good. There were 107 miles tested and 25 of the miles are still not approved in different subdivisions. The current overall rating is at 82 which puts it on the low side of very good category. The committee looked over the handouts with graphs and charts showing these numbers, what condition each of the roads are in. Brad said we looked at the core of the city and that rating was around 80 and if nothing was done in the next few years, it will drop to 70 and it would deteriorate quickly to a poor condition. Alderman Kot asked how this number compares to other communities. Brad said this is a bit different rating system than the other communities are using,but it is similar to the others. Alderman Kot said we get so many comments about how bad the roads are in our city, but apparently we are not much worse than other communities. Brad said most communities have had to cut back on road repairs because the funds are not there to maintain them. Alderman Milschewski said a street might look bad on the surface,but the base is good. Eric said it is a less expensive fix for those roads. Alderman Kot said Game Farm was listed as good, the base is good, but the surface is not. Eric said it depends on where the readings were several parts were patched last year. The committee looked at different ratings in the packet and discussed some of them. The committee reviewed the maps showing roads and the different ratings on each one. Bart said the city is working on putting a list together with an order of worst to best to make it easier and not have to look at it on a map. The committee discussed how the city will decide on what roads to fix first. This software gives great data and gives an overall. Staff can now come forward on how to best spend the city money and fix what needs it first. Bart said this study will save the city money because the base was rated and the city will not just repair surface problems all the time. The company results said if there is a good base, let the surface wear down to nothing because there are other more important things to fix first. The committee discussed areas where drainage has been an issue. There is a section that factors those things in so they will be addressed. This survey takes into account only pavement costs, not curbs or sewer. Brad said the city is working on assigning costs to the rehab methods and once that is done, there will be some budget numbers put together and do five year programs. Brad said hopefully in the next couple weeks, those things will be done and we can present to city council. PW 2012-66 Public Works Committee Meeting Schedule for 2013 —The committee approved the meeting schedule. Old Business: None. Additional Business: Eric said work has begun on the Blackberry Creek Bridge. There being no further business, the meeting was adjourned at 6:53 p.m. Minutes Respectfully Submitted by: Lisa Godwin Minute Taker CITE Reviewed By: Agenda Item Number J Q � Legal ❑ NB #1 EST i8a� Finance El 1 Engineer ❑ Tracking Number 4 City Administrator ❑ 9 �4 Public Works ` PW 2012-67 Agenda Item Summary Memo Title: Water Department Reports for September& October 2012 Meeting and Date: Public Works—December 18, 2012 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Majority Council Action Requested: Approval Submitted by: Eric Dhuse Public Works Name Department Agenda Item Notes: United City of Yorkville WATER DEPARTMENT REPORT <E �,� SEPTEMBER 2012 MONTH / YEAR WELLS NO WELL DEPTH PUMP DEPTH WATER ABOVE PUMP THIS MONTH'S PUMPAGE FEET FEET FEET GALLONS 3 1335 510 120 21295,000 i 4 1393 542 480 10,645,000 7 1527 1125 430 61114,500 i 8 1384 840 360 19,009,000 9 1368 861 463 13,038,000 TOTAL 47,380,400 i CURRENT MONTH'S PUMPAGE IS 6, 334, 100 GALLONS IeSS THAN LAST MONTH 10, 212200 GALLONS IeSS THAN LAST YEAR DAILY AVERAGE PUMPED : 1 , 579346 GALLONS DAILY MAXIMUM PUMPED : 2,356,000 GALLONS DAILY AVERAGE PER CAPITA USE : 92 . 9 GALLONS WATER TREATMENT: i CHLORINE : 1368 LBS. FED CALCULATED CONCENTRATION : . 17 MG/L FLUORIDE : 377 LBS. FED CALCULATED CONCENTRATION : .07 MG/L POLYPHOSPHATE : _1073_LBS. FED CALCULATED CONCENTRATION : . 18 MG/L I WATER QUALITY: BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY : 18 SATISFACTORY _0_ UNSATISFACTORY (EXPLAIN) FLUURIDE : 3 SAMPLE(S) TAKEN CONCENTRATION : 1 . 0 MG/L MAINTENANCE : NUMBER OF METERS REPLACED : 13 NUMBER OF LEAKS OR BREAKS REPAIRED : _0_ MXU'S : 0 NEW CUSTOMERS: RESIDENTIAL: 11 COMMERCIAL: 0 INDUSTRIAL/GOVERNMENTAL: _0 COMMENTS. i I C,Ty � United City of Yorkville EMST Im WATER DEPARTMENT REPORT 9 <E OCTOBER 2012 MONTH / YEAR WELLS NO WELL DEPTH PUMP DEPTH WATER ABOVE PUMP THIS MONTH 'S PUMPAGE FEET FEET FEET GALLONS 3 1335 510 120 806,000 4 1393 542 480 20,999,000 7 1527 1125 430 51923,900 j 8 1384 840 360 41621,000 9 1368 861 463 12, 590,000 I TOTAL 42,404,000 j CURRENT MONTH'S PUMPAGE IS 4,976,400 GALLONS IeSS THAN LAST MONTH 11 , 965200 GALLONS IeSS THAN LAST YEAR DAILY AVERAGE PUMPED : 1 ,367,870 GALLONS DAILY MAXIMUM PUMPED : 2,427,000 GALLONS DAILY AVERAGE PER CAPITA USE : 80 .46 GALLONS WATER TREATMENT: CHLORINE : 1060 LBS, FED CALCULATED CONCENTRATION : 33 MG/L FLUORIDE : 413 LBS . FED CALCULATED CONCENTRATION : .85 MG/L POLYPHOSPHATE : _1042_LBS. FED CALCULATED CONCENTRATION : 33 MG/L WATER QUALITY: i BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY : 18 SATISFACTORY _0_ UNSATISFACTORY (EXPLAIN ) FLUORIDE : 3 SAMPLE(S) TAKEN CONCENTRATION : 1 . 0 MG/L MAINTENANCE : NUMBER OF METERS REPLACED : 13 NUMBER OF LEAKS OR BREAKS REPAIRED : 0 MXU'S : 7 NEW CUSTOMERS, RESIDENTIAL: 4 COMMERCIAL: 0 INDUSTRIAL/GOVERNMENTAL : _0 COMMENTS : I Reviewed By: Agenda Item Number 6 Legal ❑ NB #2 Finance ❑ EST. -� __ti 1838 Engineer ❑ -- City Administrator ❑ Tracking Number mm Human Resources E]CwrMY Sad `=Q Community Development 1-1 F] PW 2012-68 Police 4CE ��' Public Works ❑ Parks and Recreation ❑ Agenda Item Summary Memo Title: Selection of Liaisons to YBSD and Park Board Meeting and Date: Public Works—December 18, 2012 Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Bart Olson Administration Name Department Agenda Item Notes: YBSD Board meetings are held on the 2nd Monday of each month at 5:30 p.m. Park Board meetings are held on the 2nd Thursday of each month at 6:00 p.m. (full meeting) and on the 4th Thursday of each month at 5:30 p.m. (bills list approval meeting). Cl;p.` Reviewed By: Agenda Item Number J= A .1% Legal ❑ NB #3 Finance ❑ EST. 1 1836 Engineer ❑ © City Administrator r-1 Tracking Number af °W =4 Consultant El IoW ` PW 2012-69 El Agenda Item Summary Memo Title: Proposed Water Meter Fee Amendment Meeting and Date: Public Works-December 18, 2012 Synopsis: Proposed amendment to water meter pricing for residential and non-residential meters. 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: Memorandum To: Public Works Committee EST. 1 lass From: Eric Dhuse, Director of Public Works O6 CC: Bart Olson, Administrator Boa, p Date: December 4, 2012 <LE o.' ,Z Subject: amending water meter pricing Committee members, We are in the process of upgrading our residential water meters to improve accuracy and safety. Our current meters, while a fine meter, are outdated when it comes to metering technology. The proposed new meters are far more accurate which equates to not only more income for the city but a much more accurate count of water that was consumed. We are also adding a back flow prevention device as an additional safety feature. In order to implement these changes, we will need to amend the fee schedule as follows: Residential Meters Meter Size Current Pricing Proposed Pricing 5/8"x3/4" $390.00 $435.00 3/4" $435.00 $460.00 **J" $485.00 $590.00 ** only available when plumbing code mandates a 1"meter for single family detached residential applications. We also need to amend the non residential meter fees to reflect increases in costs from the manufacturers and suppliers. Non Residential Meters Meter Size Current Pricing Proposed Pricing 1 '/2" $1630.00 $1900.00 2" $1790.00 $2110.00 3" $2200.00 $2600.00 Note: Backflow prevention devices to be supplied by the owner after approval from the United City of Yorkville Building Code Official. I would ask that this be placed on the December 18, 2012 Public Works Committee for consideration. If you have any questions or need further information please let me know. Resolution No. 2013- RESOLUTION ESTABLISHING WATER METER FEES WHEREAS, the City Council of the United City of Yorkville has considered and discussed establishing Water Meter Fees, and WHEREAS, the Public Works Department has provided the City Council with information regarding the appropriate price to paid for Water Meter Fees, and WHEREAS, it has been determined to be in the best interests of the United City of Yorkville to repeal the previous Water Meter Fee Schedule, approved on March 28, 2006 as Resolution No. 2006-24, and adopt a revised Water Meter Fee Schedule in the form attached hereto in Exhibit"A". NOW THEREFORE BE IT RESOLVED, by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, that the Water Meter Fee Schedule in the form set forth on Exhibit "A" attached hereto and incorporated herein is hereby adopted and the previous Water Meter Fee Schedule heretofor adopted by the City Council is hereby repealed in its entirety. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2013. CITY CLERK CHRIS FUNKHOUSER DIANE TEELING LARRY KOT JACKIE MILSCHEWSKI CARLO COLOSIMO MARTY MUNNS ROSE ANN SPEARS KEN KOCH Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this day of , A.D. 2013. MAYOR Resolution No.2013- Page 1 Exhibit A United City of Yorkville Water Meter Fee Schedule Residential Meters Meter Size Price 5/8"x 3/4" $435.00 3/4" $460.00 1" $590.00 (only available when plumbing code mandates a I" meter for single family detached residential applications) Non-Residential Meters Meter Size Price 1 %2" $1,900.00 2" $2,110.00 3" $2,600.00 NOTE:Backflow prevention devices to be supplied by the owner after approval from the United City of Yorkville Building Code Official. Resolution No.2013- Page 2 STATE OF ILLINOIS ) t' )ss COUNTY OF KENDALL ) i ' RESOLUTION NO. 2006- RESOLUTION ESTABLISHING WATER METER FEES WHEREAS,the City Council of the United City of Yorkville has considered establishing Water Meter Fees; and WHEREAS, the Public Works Department has provided the City Council with information regarding the appropriate price to be paid for Water Meter Fees, concluding with the Water Meter Fee Schedule which is attached hereto and incorporated herein as f Exhibit"A", and NOW THEREFORE, upon Motion duly made, seconded and approved by the majority of those members of the City Council voting,the United City of Yorkville hereby adopts the Water Meter Fee Schedule attached hereto and incorporated herein as Exhibit"A". The Fee Schedule shall apply to all water meters upon passage of this Resolution. JAMES BOCK JOSEPH BESCO VALERIE BURD � PAUL JAMES DEAN WOLFER MARTY MUNNS _ ROSE SPEARS JASON LESLIE i Approved by me, as Mayor of the United City of Yorkville, Kendall County, i Illinois,this Day of .,F , A.D. 2006. i MAYOR Council of the United City of Yorkville Kendall County, Passed by the City Cou ty Illinois this ac day of ,A.D. 2006. ATTEST: <t;t CITY CLERK Prepared by: John Justin Wyeth City Attorney United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 . I I.' EXHIBIT "A" WATER METER FEE SCHEDULE ATTACHED ON THE FOLLOWING PAGE i United City of Yorkville Water Meter Fee Schedule Meter Size Price 5/8" x 3/4" $390.00 3/4" x 3/4" $435.00 i 1 $485.00 1-1/211 $790.00 211 $21800.00 3" $3,550.00 r 411 $51420.00 6" $8,875.00 All meters complete with appropriate couplings, gaskets, and flange kits. 0 CIP Reviewed By: Agenda Item Number J� $ 06 Legal El NB, #4 Finance ❑ ESL -� 1836 Engineer ■ -_� City Administrator E] Tracking Number .4 City y Human Resources El� wn sw _© Community Development ❑ PW 2012-70 � Police F-1 Public Works ❑ Agenda Item Summary Memo Title: Bristol Bay—Unit 5 Meeting and Date: pW Committee—December 18, 2012 Synopsis: Bond Release Consideration Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Consideration of Approval Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: Memorandum To: Bart Olson, City Administrator EST. �sss From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. <C Ec° Lisa Pickering, Deputy City Clerk Date: December 3, 2012 Subject: Bristol Bay Phase 1 -Unit 5 The City Council accepted the public improvements for the above referenced project on January 24, 2012. Accordingly, the bonds were reduced to 10% of their original value per City Code for the one year warranty period. We have recently visited the project site and have found all items to be in acceptable condition. Therefore we are recommending the release of the following bond: • Liberty Mutual Insurance Company Bond No. 268000460 in the amount of$72,671.07 At this time, we ask that the Public Works Committee and ultimately the City Council consider approving the release of these bonds. If you have any questions or require additional information,please let us know. 0 CIP Reviewed By: Agenda Item Number J� $ 06 Legal El NB, #5 Finance ❑ ESL -� 1836 Engineer ■ -_� City Administrator E] Tracking Number .4 City y Human Resources El� wn sw _© Community Development ❑ PW 2012-71 � Police F-1 Public Works ❑ Agenda Item Summary Memo Title: Autumn Creek Meeting and Date: pW Committee—December 18, 2012 Synopsis: Subdivision Acceptance Consideration and Bond Reductions Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Consideration of Approval Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: C1ry 0 Memorandum EST. -� _ 1636 To: Bart Olson, City Administrator tip�� a From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works 0��' Act * Krysti Barksdale-Noble, Community Dev. Dir. �4.E Lisa Pickering, Deputy City Clerk Date: December 13, 2012 Subject: Autumn Creek Units I & 1C Acceptance and Bond Reductions for Phase 1 The Pulte Group has requested that the City accept the public improvements for Autumn Creek Units 1 A & 1C for ownership and maintenance. In addition,they are requesting bond reductions/modifications for Units 1 A, 1 B & 1 C per the attached letter. At this time, all work related to the public improvements in Units 1 A& 1 C, including punch list work has been completed. Also attached is the executed Bill of Sale from the developer. We recommend that the public improvements within Units I& 1C for watermain, sanitary sewer, storm sewer, paving, sidewalk, street lighting and parkway trees as described in the Bill of Sale be accepted for ownership and maintenance by the City. Typically with final acceptance,there is a bond reduction to 10% of the value of the public improvements. Accordingly, Pulte is proposing a release of the existing bonds that are in place for Phase I and replacing them with three(3) separate bonds to cover Units 1 A, 1 B and 1 C. We find this proposal to be acceptable. Please refer to the attachments for detail. The new bond amounts would be as follows: Unit 1 A—One Year Maintenance Bond New Bond Value $612,990.25 Unit 1 C—One Year Maintenance Bond New Bond Value $207,084.15 Unit 1 B New Bond Value $109,947.80 Upon approval by the City Council and the receipt of the new bonds noted above,the following bonds may be released: SafeCo Surety Bond#6346371 in the amount of$316,959.54 The Fidelity& Deposit Co Bond#08824717 in the amount of$946,396.58 Please place this item on the Public Works Committee agenda of December 18, 2012 for consideration. [ ' j a9 December 12,2012 Brad Sanderson—via E-Mail Vice President Engineering Enterprises Inc. 52 Wheeler Road Sugar Grove, IL 60554 RE: Autumn Creek—Request for Acceptance of Public Improvements in Sub-Units 1A and 1C Dear Mr. Sanderson: Pulte Homes has completed the installation of the required public improvements and associated punch list items in units 1 A and 1 C within Autumn Creek Phase 1, as depicted on the attached phasing plan. Pulte Homes is formally requesting City Acceptance of the public improvements within Autumn Creek units 1 A and 1 C contingent upon the completion of the 1-year Maintenance Period required by the City. Please place this request on the December 18`"Public Works Committee meeting agenda. Pulte Homes previously posted two separate bonds to guarantee the completion of all public improvements within Phase 1; Bond#6346371 guarantees the completion of the earthwork /regional storm sewer improvements and Bond#08824717 guarantees the completion of the site improvements. With this request for acceptance,Pulte Homes proposes to post three separate bonds for the bonded work covered within Phase 1. A maintenance bond covering the earthwork/storm sewer/site improvements will be posted for unit 1 A,a maintenance bond covering the earthwork/storm sewer/site improvements will be posted for unit 1 C, and a performance bond covering the remaining non-SSA funded improvements will be posted for unit 1B. The total bond amount proposed for each unit is as follows: JA: $612,990.25- 10%of original EOPC covering Earthwork/Storm Sewer/Site Improvements 1B: $109,947.80- 110%of Remaining non-SSA Funded Improvements plus 15%retained cost for completed non-SSA Funded Improvements (Earthwork, Landscaping, Sidewalks, Other Roadway) Pulte Home Corporation 1901 N.Roselle Road Suite 1000 Schaumburg,IL 60195 847-230-5400 www.pulte.com IC: $207,084.15- 10%of original EOPC covering Earthwork/Storm Sewer/Site Improvements Total Proposed Bonding=$930,022.20 Total Current Phase 1 Bonding=$1,263,356.10 For your reference, I have attached the following: -Phase Plan depicting units IA, 1B, and 1C within Phase 1. -Phase 1 Approved EOPC (including both site improvements and earthwork improvements)with the quantity separated per units 1 A, 1 B, and 1 C. -Unit 1B Bond Estimate for non-SSA funded improvements; includes 10%contingency for remaining improvements and 15%retained for completed improvements. -Phase 1 Landscaping EOPC with the quantity separated per units IA, 1B, and 1C. Please note, only the parkway landscape improvements should be bonded for in unit 1 B. -Phase 1 Resubdivision Landscape Plan(unit 1 B)depicting parkway tree quantities for unit 1 B Thank you for your assistance throughout the completion of the subdivision. Please let me know if you have any questions/concerns pertaining to this request. Sin oe Marx Land Development Manager Pulte Homes AUTUMN CREEK P.U.D. UNIT 1 FINAL PLAT OF SU�B}DIYVISsION 1r.PR MOrTi1rIM~�MM ni��.�f'yli1L r IW.r { I A[Is�riny�r R •,T +al v rti ,� t r~ \ r MAX W \ ��" " M1��' •• L �'/• BS: E1t7Af.A• 4� • Q +• • • r ✓✓�� \\ iii. ♦ ' • • �•. i � 1 s �' �• v rr r � VICINITY hiAF' (YORK VILL E,IL) �r 00i -.. .,'q ❑ '� J ran ----SITE f 1 2012/13 G- 2j)k2- ,. Inµllle.v manurwa r. r1Y'4•iYrt 1 CY �Irfw1.r�N vr•.w ie Iwi.Ir..ur tvww rou Iga1 ro A 1 n1•ll.lre `ar �ol•n v a♦wRlwn.R1 Y wr. if 1,1'!C If; i. fl• Kwif n I4rrl�Iw1[0�i01wt1 rplgaY Irl°N 11'[ .h. I. IYl Y.Y.11.n, N..�p�1,1.IrI..n.nr If il1'lY•r'[ 1• Ai•. Ip Ia.a1.pb W r LI r.ai.w�r aver u MMx •[ ilr.r ■ill0[Y IsYi n rlun o.o IYlIrr1. -,.r 'fif'iP 11+ 11- 1. sr111:•ra eiwu r.lear.ma a nr 11+ . w.n r.. � .�' m1. rns• a••T''yt"••••2w AIl�INBt 1iE8[►.U.4. p 6.•.� NIL rxe. r r fYIA<l VLAi OF i4�DMbOM r♦.r d+1, 1°rr�eA1°d ixivW1M JOB NAME:AUTUMN CREEK SUBDIVISION-PHASE I CONSTRUCTION JOB NUMBER:040024.11 LOCATION: UNITED CITY OF YORKVILLE ORIGINAL EOPCC DATE: 10/18/05 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS LATEST REVISION DATE: 12/12/12 PREPARED BY: HR GREEN CALC BY:KMH PREPARED FOR: PULTE HOMES INC. CHK BY: PLAN DATE:12-12-05 ONSITE IMPROVEMENTS PAY ITEM UNITS UNIT COST QUANTITY QUANTITY COST QUANTITY COST QUANTITY COST TOTAL COST (ROADWAY CONSTRUCTION OVERALL PHASE 1A PHASE 1A PHASE 1B P_HA_SE 1B PHASE iC PHASE IC OVERALL COMBINATION CONCRETE CURB AND GUTTER,TYPE B-6.12 FOOT $ 8.00 32,951 21,308 $ 170,464.00 4,032 $ 32,256.00 7,611 $ 60,888.00 $ 263,608.00 IBACKFILL CURB FOOT $ 0.50 32,951 21308 $ 10,654.00 4,032 $ 2,016.00 7,611 $ 3,805.50 $ 16,475.50 iP.C.C.SIDEWALK 5'WITH 5"AGG.SUBBASE 6"THRU DRIVE WITH 5"AGG.SUBBASE SQ.FT. $ 4.00 155,942 97,760 $ 391,040.00 19,977 $ 79,908.00 38,205 $ 152,820.00 $ 623,768.00 SAWCUT CURB DEPRESSION DRIVEWAYS 20'EACH FOOT $ 10.00 3.360 1.840 $ 18.400.00 0 $ - 1.520 $ 15.200.00 $ 33,600.00 (LOCAL ROADS AGGREGATE BASE COURSE MATERIAL(CA-6), 10"TYPE B OR APPROVED EQUAL SO.YD. $ 8.25 43.675 25,432 $ 209,814.00 6.328 $ 52.206.00 11.915 $ 98.298.75 $ 360.318.75 (BITUMINOUS MATERIALS PRIME COAT,MC-30 0.25 GAUSQ YD) GAL $ 0.75 10,919 6,358 $ 4,768.50 1.582 $ 1,186.50 2.979 $ 2,234.06 $ 8,189.25 (BITUMINOUS CONCRETE BINDER COURSE CL 1,MIXTURE B, 2.5" SQ.YD. $ 4.45 43,675 25,432 $ 113,172.40 6,328 $ 28,159.60 11.915 $ 53.021.75 $ 194,353.75 BITUMINOUS CONCRETE SURFACE COURSE,MIXTURE C,CL 1,1.5" SQ.YD. $ 3.251 43,675 25,432 $ 82,654.00 6,328 $ 20,566.00 11.915 $ 38,723.75 $ 141,943.75 AGGREGATE BASE COURSE CRUSHED STONE CA-6,TYPE.B 3.5" UNDER CURB SQ.YD. $ 2.60 7,544 4,288 $ 11,148.80 1,120 $ 2,912.00 2,136 $ 5,553.60 $ 19,614.40 ,AMOCO 4551 GEOTEXTILE FABRIC OR EQUAL SQ.YD, $ 1.60 43,675 25.432 $ 40,691.20 6,328 $ 10,124.80 11,915 $ 19,064.00 $ 69,880.00 (FINE GRADE ROADWAY SQ.YD. $ 0.50 55,646 34,147 $ 17,073.50 7,448 $ 3,724.00 14,051 $ 7,025.50 $ 27,823.00 (MAIN ROAD(STA 17+14 TO 33+30 AGGREGATE BASE COURSE MATERIAL CA-6, 12"TYPE B OR APPROVED EQUAL SQ.YD. $ 9.35 5,806 5,806 $ 54,286.10 $ - $ - $ 54,286.10 (BITUMINOUS MATERIALS PRIME COAT,MC-30) 0.25 GAL/SQ YD) GAL $ 0.75 1,451 1,451 $ 1,088.25 $ $ - $ 1,088.25 (BITUMINOUS CONCRETE BINDER COURSE CL 1,MIXTURE B, 4.5" SQ.YD. $ 8.65 5,806 5,806 $ 50,221.90 $ - $ - $ 50,221.90 (BITUMINOUS CONCRETE SURFACE COURSE,MIXTURE C,CL I,1.5" SQ.YD. $ 3.25 5,806 5,806 $ 18,869.50 $ $ - $ 18,869.50 AGGREGATE BASE COURSE CRUSHED STONE CA-6.TYPE B 7.5" UNDER CURB SQ.YD. $ 4.50 825 825 $ 3,712.50 $ $ $ 3,712.50 ,AMOCO 4551 GEOTEXTILE FABRIC OR EQUAL SCI.YD. $ 1.60 5,806 5,806 $ 9,289.60 $ $ $ 9,289.60 FINE GRADE ROADWAY SQ.YD. $ 0.50 7,308 7,308 $ 3,654.00 $ - $ $ 3,654.00 (MAJOR COLLECTOR ROAD(STA 33+30 TO 42+52.09 ,AGGREGATE BASE COURSE MATERIAL(CA-D, 16"TYPE B OR APPROVED EQUAL SQ.YD. $ 10.25 4,325 4,325 $ 44,331.25 $ $ $ 44,331.25 (BITUMINOUS MATERIALS(PRIME COAT,MC-30) (0.25 GAUSQ YD GAL $ 0.75 1,081 1,081 $ 810.75 $ $ $ 810.75 (BITUMINOUS CONCRETE BINDER COURSE CL 1,MIXTURE B. 4.5" SQ.YD. $ 8.65 4,325 4,325 $ 37,411.25 $ $ $ 37,411.25 (BITUMINOUS CONCRETE SURFACE COURSE,MIXTURE C,CL 1,1,5" SQ.YD. $ 3.25 4,325 4,325 $ 14,056.25 $ $ $ 14,056.25 AGGREGATE BASE COURSE CRUSHED STONE CA-6 TYPE B 7.5" UNDER CURB SQ.YD. $ 4.50 784 784 $ 3.528.00 $ - $ $ 3,528.00 ,AMOCO 4551 GEOTEXTILE FABRIC OR EQUAL SQ.YD. 1 $ 1.601 4,3251 4,325 $ 6,920.00 $ - $ $ 6.920.00 (FINE GRADE ROADWAY SQ.YD. 1 $ 0.501 5,9451 5,9451 $ 2,972.50 $ - I $ $ 2,972.50 Sub-Total I I 1 1 $ 1,321,032.25 1 $ 233,058.90 $ 456,634.91 1 $ 2,010,726.25 12/13/2012 040024 05-Autumn Creek Phase I-OPC-121212-to-City.xls Page 1 of 4 JOB NAME:AUTUMN CREEK SUBDIVISION-PHASE I CONSTRUCTION JOB NUMBER:040024.11 LOCATION: UNITED CITY OF YORKVILLE ORIGINAL EOPCC DATE: 10/18/05 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS LATEST REVISION DATE: 12/12/12 PREPARED BY: HR GREEN CALC BY:KMH PREPARED FOR: PULTE HOMES INC. CHK BY: PLAN DATE: 12-12-05 ONSITE IMPROVEMENTS PAY ITEM UNIT UNIT COST QUANTITY QUANTITY COST QUANTITY COST QUANTITY COST TOTAL COST_ STORM SEWER CONSTRUCTION OVERALL PHASE 1A PHASE 1A PHASE 1B PHASE 1B PHASE IC PHASE 1C OVERALL STONE RIPRAP,CLASS A3 SO.YD. $ 85.00 535 293 $ 24,905.00 132 $ 11.220.00 110 $ 9,350.00 $ 45.475.00 PVC CLEAN OUT TEMPORARY EACH $ 200.00 2 2 $ 400.00 0 $ 0 $ - $ 400.00 TRENCH BACKFILL CY $ 22.00 3,081 2,270 $ 49,929.00 353 $ 7,766.00 458 $ 10,076.00 $ 67,771.00 HDPE PERF STORM SEWERS, 10" FOOT $ 18.25 1,070 984 $ 17.958.00 0 $ - 86 $ 17569.50 $ 19,527.50 HDPE PERF STORM SEWERS,12" FOOT $ 19.25 2,568 1,880 $ 36,190.00 242 $ 4,658.50 446 $ 8,585.50 $ 49,434.00 HDPE PERF STORM SEWERS,15" FOOT $ 20.40 1,878 1,397 $ 28,498.80 0 $ - 481 $ 9,812.40 $ 38,311.20 HDPE PERF STORM SEWERS,18" FOOT $ 23.00 1,318 856 $ 19,688.00 0 $ 462 $ 10,626.00 $ 30,314.00 HDPE PERF STORM SEWERS,21" FOOT $ 26.80 782 782 $ 20,957.60 0 $ 0 $ - $ 20,957.60 HDPE PERF STORM SEWERS,24" FOOT $ 30.40 7851 551 $ 16,750.40 0 $ _ 234 $ 7.,113.60 $ 23,864.00 HDPE PERF STORM SEWERS.27" FOOT $ 34.40 1,388 1,048 $ 36,051.20 0 $ 340 $ 11,696.00 $ _ 47,747.20 HDPE PERF STORM SEWERS,30" FOOT $ 39.70 1,495 1,495 $ 59,351.50 0 $ 0 $ - $ 59,351.50 HDPE PERF STORM SEWERS,36" FOOT $ 49.65 107 0 $ - 107 $ 5.312.55 0 $ $ 5,312.55 HDPE STORM SEWERS,12" FOOT $ 19.25 639 639 $ 12,300.75 0 $ - 0 $ $ 12,300.75 STORM SEWERS,CLASS A,TYPE 2,12" FOOT $ 19.25 6,488 4,152 $ 79,926.00 1,170 $ 22,522.50 1,166 $ 22,445.50 $ 124,894.00 STORM SEWERS,CLASS A.TYPE 2,15" FOOT $ 20.40 4,360 2,059 $ 42,003.60 599 $ 12,219.60 1,702 $ 34,720.80 $ 88,944.00 STORM SEWERS,CLASS A.TYPE 2,18" FOOT $ 23.00 4,229 3,370 $ 77,510.00 685 $ 15,755.00 174 $ 4,002.00 $ 97,267.00 STORM SEWERS,CLASS A,TYPE 2,21" FOOT $ 26.80 1,650 1,211 $ 32,454.80 122 $ 3,269.60 317 $ 8,495.60 $ 44,220.00 STORM SEWERS,CLASS A.TYPE 2.24" FOOT $ 30.40 853 804 $ 24,441.60 0 $ - 49 $ 1,489.60 $ 25,931.20 STORM SEWERS,CLASS A,TYPE 2,27" FOOT $ 34.40 791 453 $ 15,583.20 0 $ 338 $ 11,627.20 $ 27,210.40 STORM SEWERS,CLASS A.TYPE 2,30" FOOT $ 39.70 827 827 $ 32.831.90 0 $ 0 $ $ 32,831.90 STORM SEWERS,CLASS A,TYPE 2,36" FOOT $ _ 49.65 1,894 1,670 $ 82,915.50 224 $ 11,121.60 0 $ $ 94,037.10 STORM SEWERS,CLASS A,TYPE 2,60" FOOT $ 90.85 142 142 $ 12,900.70 0 $ - 0 $ $ 12,900.70 CATCH BASINS.TYPE A 4'DIAMETER.TYPE R-3015 OR T1 F OL EACH $ 1.325.00 80 52 $ 68.900.00 14 $ 18,550.00 14 $ 18,550.00 $ 106,000.00 CATCH BASINS,TYPE A 4'DIAMETER,TYPER-3286-8V EACH $ 1,325.00 10 6 $ 7,950.00 2 $ 2,650.00 2 $ 2,650.00 $ 13,250.00 INLETS,TYPE A 2'DIA,TYPE 8 GRATE EACH $ 665.00 28 22 $ 14.630.00 1 $ 665.00 5 $ 3,325.00 $ 18,620.00 INLETS,TYPE A 2'DIA,TYPE R-3015 OR T1 F CL EACH $ 690.00 76 50 $ 34,500.00 9 $ 6,210.00 17 $ 11,730.00 $ 52,440.00 INLETS,TYPE A 2'DIA,TYPE R-3286-8V EACH $ 690.00 8 4 $ 2,760.00 2 $ 1,380.00 2 $ 1,380.00 $ 5.520.00 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12"W/GRATE EACH $ 500.00 6 4 $ 2,000.00 2 $ 1,000.00 0 $ $ 3,000.00 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15"W/GRATE EACH $ 700.00 4 1 $ 700.00 1 $ 700.00 2 $ 1,400.00 $ 2,800.00 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18"W/GRATE EACH $ 800.00 4 2 $ 1.600.00 2 $ 1.600.00 0 $ - $ 3,200.00 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 21"W/GRATE EACH $ 900.00 2 0 $ 1 $ 900.00 1 $ 900.00 $ 11800.00 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24"W/GRATE EACH $ 1,000.00 5 4 $ 4,000.00 0 $ _ 1 $ 1.000.00 $ 5.000.00 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 27"W/GRATE EACH $ 1,200.00 1 0 $ 0 $ 1 $ 1,200.00 $ 1,200.00 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 36"W/GRATE EACH $ 1,400.00 4 4 $ 5,600.00 0 $ 0 $ - $ 5,600.00 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 60"W/GRATE EACH $ 4,000.00 1 1 $ 4,0_00.00 0 $ 0 $ - $ 4,000.00 MANHOLES.TYPE A.4'DIAMETER.R-3501 EACH $ 1,260.00 11 5 $ 6.300.00 0 $ - 6 $ 7,560.00 $ 13,860.00 !MANHOLES,TYPE A,4'DIAMETER,TYPE 1 FRAME OPEN LID EACH $ 1,220.00 50 33 $ 40,260.00 2 $ 2,440.00 15 $ 18,300.00 $ 61,000.00 ,MANHOLES,TYPE A,4'DIAMETER,TYPE 1 FRAME CLOSED LID EACH $ 1,220.00 57 35 $ 42.700.00 10 $ 12,200.00 12 $ 14.640.00 $ 69,540.00 ,MANHOLES,TYPE A.5'DIAMETER,TYPE 1 FRAME OPEN LID EACH $ 1,650.00 36 25 $ 41.250.00 1 $ 1,650.00 10 $ 16,500.00 $ 59,400.00 ,MANHOLES,TYPE A,5'DIAMETER,TYPE 1 FRAME CLOSED LID EACH $ 1,650.00 20 16 $ 26,400.00 1 $ 1,650.00 3 $ 4,950.00 $ 33,000.00 .MANHOLES,TYPE A,6'DIAMETER,TYPE 1 FRAME OPEN LID EACH $ 2,350.00 16 16 $ 37,600.0_0 0 $ - 0 $ - $ 37,600.00 !MANHOLES.TYPE A.6'DIAMETER,TYPE 1 FRAME CLOSED LID EACH $ 2.350.00 25 22 $ 51,700.00 3 $ 7,050.00 0 $ $ 58,750.00 !MANHOLES,TYPE A,8'DIAMETER,TYPE 1 FRAME CLOSED LID EACH $ 5,100.00 2 2 $ 10,200.00 0 $ - 0 $ $ 10,200.00 TEMPORARY SILTATION FABRIC INSTALLATION BETWEEN INLET FRAME AND LID ROADWAYS EACH $ 25.00 185 123 $ 3.075.00 27 $ 675.00 35 $ 875.00 $ 4,625.00 TEMPORARY STRAW BALE SEDIMENT TRAP REAR YARDS EACH $ 150.00 130 102 $ 15,300.00 $ 450.00 $ 3,750.00 $ 19,500.00 TOPSOIL STRIP(FOR PHASE 2 STORM EXTENSION) CY $ 2.00 4,611 4,611 $ 9,222.00 0 $ 0 $ - $ 9.222.00 TOPSOIL RESPREAD 6" FOR PHASE 2 STORM EXTENSION CY $ 2.00 2,950 2,950 $ 5,900.00 0 $ - 0 $ - $ 5,900.00 'TV VIDEO PIPE FOOT $ 1.70 33,146 24.2021 $ 41,143.40 3,149 $ 5,353.30 5,795 $ 9,851.50 $ 56,348.20 ,LESS STORM SEWER,COVERED UNDER MASS GRADING LETTER OF CREDIT L.SUM $ (250,662.00) $ $ $ (250,662.00 Sub-Total I I $ 950,575.95 $ 158,968.65 $ 270,171.20 1 $ 1,379,715.80 12/13/2012 040024 05-Autumn Creek Phase I-OPC-121212-to-City.xls Page 2 of 4 JOB NAME:AUTUMN CREEK SUBDIVISION-PHASE I CONSTRUCTION JOB NUMBER:040024.11 LOCATION: UNITED CITY OF YORKVILLE ORIGINAL EOPCC DATE: 10/18/05 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS LATEST REVISION DATE: 12112/12 PREPARED BY: HR GREEN CALC BY:KMH PREPARED FOR: PULTE HOMES INC. CHK BY: PLAN DATE:12-12-05 ONSITE IMPROVEMENTS PAY ITEM UNIT UNIT COST QUANTITY QUANTITY COST QUANTITY COST QUANTITY COST TOTAL COST 'WATER MAIN CONSTRUCTION OVERALL PHASE 1A PHASE 1A PHASE 1B PHASE 113 PHASE 1C PHASE 1C OVERALL 'TOPSOIL STRIP FOR PHASE 2 WATER MAIN EXTENSION) CY $ 2.00 3,342 3,342 $ 6,684.00 0 $ 0 $ $ 6,684.00 'TOPSOIL RESPREAD 6" FOR PHASE 2 WATER MAIN EXTENSION) CY $ 2.00 1.671 1,671 $ 3,342.00 0 $ 0 $ $ 3,342.00 TRENCH BACKFILL CY $ 22.00 1,186 99b $ 21,881.20 0 $ 191 $ 4,202.00 $ 26,083.20 B-INCH WATER MAIN FOOT $ 23.30 13,791 7,860 $ 183,138.00 2,811 $ 65,496.30 3,120 $ 72,696.00 $ 321.330.30 16-INCH WATER MAIN FOOT $ 60.00 5,797 4,284 $ 257,040.00 0 $ 1,513 $ 90,780.00 $ 347,820.00 (FIRE HYDRANTS EACH $ 2,450.00 74 51 $ 124,950.00 8 $ 19,600.00 15 $ 36,750.00 $ 181,300.00 :B"VALVE AND VALVE BOX EACH $ 1,060.00 43 27 $ 28,620.00 8 $ 8,480.00 8 $ 8,480.00 $ 45,580.00 :5'DIA VALVE VAULT AND 16"VALVE _ EACH $ 5,000.00 19 14 $ 70,000.00 C $ - 5 $ 25.000.00 $ 95,000.00 1"SINGLE FAMILY WATER SERVICE INCLUDING TRENCH BACKFILL LONG) EACH $ 1,135.00 79 38 $ 43.130.00 0 $ 41 $ 46,535.00 $ 89,665.00 1"SINGLE FAMILY WATER SERVICE INCLUDING TRENCH BACKFILL SHORT EACH $ 475.00 89 54 $ 25,650.00 0 $ 35 $ 16.625.00 $ 42,275.00 4"MULTI-FAMILY WATER SERVICE W/4"VALVE AND VALVE BOX INC.TRENCH BACKFILL LONG EACH $ 2,200.00 26 16 $ 35,200.00 10 $ 22,000.00 0 $ - $ 57,200.00 4"MULTI-FAMILY WATER SERVICE W/4"VALVE AND VALVE BOX INC.TRENCH BACKFILL(SHORT) EACH $ 1,100.00 27 9 $ 9,900.00 18 $ 19,800.00 0 $ - $ 29,700.00 Sub-Total 1 $ 809,535.20 $ 135,376.30 $ 301,068.00 $ 1,245,979.50 ONSITE IMPROVEMENTS PAY ITEM UNIT UNIT COST QUANTITY QUANTITY COST QUANTITY COST QUANTITY COST TOTAL COST SANITARY SEWER CONSTRUCTION OVERALL PHASE 1A PHASE 1A PHASE 1B PHASE 113 PHASE 1C PHASE 1C OVERALL TRENCH BACKFILL CY $ 22.00 4,270 1768 $ 82,904.80 242 $ 5,324.00 260 $ 5.720.00 $ _ 93,948.80 6" SANITARY SEWER SERVICE,PVC SDR-26 0'-15'DEEP FOOT $ 22.00 3,531 1,599 $ 35,178.00 1,932 $ 42,504.00 0 $ - $ 77,682.00 8" SANITARY SEWER,PVC SDR-26(0'-15'DEEP) FOOT $ 26.50 8,583 3,318 $ 87,927.00 1,625 $ 43,062.50 3,640 $ 96.460.00_ $ 227.449.50 8" SANITARY SEWER,PVC SDR-21 15'-20'DEEP FOOT $ 29.00 527 279 $ 8,091.00 248 $ 7,192.00 0 $ - $ 15,283.00 10" SANITARY SEWER,SDR-26 0'-15'DEEP _ FOOT $ 30.00 682 682 $ 20,460.00 0 $ 0 $ $ 20.460.00 12"SANITARY SEWER,DR-18 C-900 0'-15'DEEP) FOOT $ 35.00 296 296 _$ 10,360.00 0 $ 0 $ $ 10,360.00 12"SANITARY SEWER,SDR-26 0-15'DEEP) FOOT $ 35.00 2,046 2,046 $ 71,610.00 0 $ - 0 $ $ 71,610.00 16" SANITARY SEWER,DR-18 C-905 0'-15'DEEP) FOOT $ 80.00 2,383 2.383 $ 190,640.00 0 $ - 0 $ $ 190,640.00 4' SANITARY MANHOLES(0'-15'DEEP) EACH $ 2,150.00 54 32 $ 68,800.00 3 $ 6.450.00 19 $ 40,850.00 $ 116,100.00 4' SANITARY MANHOLES 15'-20'DEEP EACH _ $ 2,650.00 8 8 $ 21,200.00 $ - 0 $ - $ 21.200.00 4'SANITARY MANHOLES 15'-20'DEEP WITH OUTSIDE DROP) EACH $ 4,000.00 30 15 $ 60,000.00 15 $ 60,000.00 0 $ $ 120,000.00 PVC CLEANOUT EACH $ 200.00 54 25 $ 5,000.00 29 $ 5,800.00 0 $ $ 10,800.00 16"SINGLE FAMILY SANITARY SEWER SERVICE INCLUDING TRENCH BACKFILL LONG EACH $ 1,450.00 92 56 $ 81,200.00 0 $ - 36 $ 52,200.00 $ 133.400.00 ,6"SINGLE FAMILY SANITARY SEWER SERVICE INCLUDING TRENCH BACKFILL(SHORT) EACH $ 450.00 761 36 $ 16,200.00 0 $ - 40 $ 18.000.00 $ 34,200.00 TV VIDEO PIPE FOOT $ 1.70 14.5171 9.0041 $ 15,306.801 1,8731 $ 3,184.10 3,6401 $ 6,188.001$ 24,678.90 Sub-Total I I $ 774,877.60 Is 173,516.60 4-t 219,418.00 1 $ 1,167,812.20 MISC.IMPROVEMENTS/FEES QUANTITY QUANTITY_ COST QUANTITY COST QUANTITY COST TOTAL COST PAY ITEM UNIT UNIT COST OVERALL PHASE 1A PHASE 1A PHASE 1B PHASE 1B PHASE IC PHASE 1C OVERALL !BIKE PATH 8'WIDTH 2"OVERLAY WITH 8"AGGREGATE BASE) SQ.YD. $ 13.00 4,985 3.OE58 $ 39,752.56 1,927 $ 25,052.44 0 $ - $ 64,805.00 (BIKE PATH 10'WIDTH(2"OVERLAY WITH 8"AGGREGATE BASE) SQ.YD. $ 13.00 1,412 $ - 0 $ 1,412 $ 18,356.00 $ 18,356.00 STREET SIGNS L.SUM $ 5,000.00 1 0.50 $ 2.500.00 0.25 $ 1,250.00 0.25 $ 1,250.00 $ 5,000.00 STRIPING L.SUM $ 2,000.00 1 0.50 $ 1,000.00 0.25 $ 500.00 0.25 $ 500.00 $ 2,000.00 STREET LIGHTS/WIRING EACH $ 2,500.00 60 39 $ 97,500.00 7 $ 17,500.00 14 $ 35,000.00 $ 150,000.00 3 X 4"PVC SLEEVES FOR COMED/SBC/COMCAST EACH CROSSING 1 PER INT.ESTIMATED) EACH $ 610.00 15 12 $ 7,320.00 1 $ 610.00 2 $ 1,220.00 $ 9,150.00 1 X 4"SLEEVE FOR GAS(EACH CROSSING)(1 PER INTERSECTION ESTIMATED) EACH $ 205.00 15 12 $ 2,460.00 1 $ 205.00 2 $ 410.00 $ 3,075.00 (MOSQUITO ABATEMENT L.SUM $ 1,000.00 1 0.50 $ 500.00 0.25 $ 250.00 0.25' $ 250.00 $ 1,000.00 Sub-Total I I 1 1 $ 151,032.56 $ 45,367.44 $ 56,986.00 1 $ 253,386.00 12/13/2012 040024 05-Autumn Creek Phase I-OPC-121212-to-City.xls Page 3 of 4 JOB NAME:AUTUMN CREEK SUBDIVISION-PHASE I CONSTRUCTION JOB NUMBER:040024.11 LOCATION: UNITED CITY OF YORKVILLE ORIGINAL EOPCC DATE: 10/18/05 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS LATEST REVISION DATE: 12/12/12 PREPARED BY: HR GREEN CALC BY:KMH PREPARED FOR: PULTE HOMES INC. CHK BY: PLAN DATE:12-12-05 GRADING IMPROVEMENTS/FEES _ QUANTITY QUANTITY COST QUANTITY COST QUANTITY COST TOTAL COST PAY ITEM UNIT UNIT COST OVERALL PHASE 1A PHASE 1A PHASE 1B PHASE 1B PHASE IC PHASE 1C OVERALL MASS EARTHWORK/EROSION CONTROL/REG STORM SEWER TOTAL L.SUM $ 1,912,238.50 ACRE $ 14.379.69 132.98 81.49 $ 1,171,824.49 17.30 $ 248,799.98 34.19 $ 491,614.03 $ 1,912,238.50 LESS MASS EARTHWORK TOTAL,COVERED UNDER MASS GRADING LETTER OF CREDIT L.SUM $ $ - Sub-Total $ 1,171,824.49 IS 248.799.98 1 1 $ 491,614.03 $ 1,912,238.50 LANDSCAPING IMPROVEMENTS/FEES QUANTITY QUANTITY COST QUANTITY COST QUANTITY COST TOTAL COST PAY ITEM UNIT UNIT COST OVERALL PHASE 1A PHASE 1A PHASE 1B PHASE 1B PHASE 1C PHASE 1C OVERALL TREES/LANDSCAPING(SEE OPC BY GARY W EBBER DATED 06/21/11) L.SUM 393,760.60 $ 393,760.60 210,581.60 $ 210,581.60 86,691.00 $ 86,691.00 $ 691,033.20 Sub-Total $ 691,033.20 SUB-TOTAL COST $ 5,572,638.64 $ 1,205,669.47 $ 1,882,583.15 $ 8,660,891.45 CONTINGENCY 10%) $ 557,263.86 1 1 $ 120,566.95 1 J $ 188,258.311 $ 866,089.15 TOTAL COST $ 6,129,902.51 $ 1,326,236.42 1 j $ 2,070,841.46 $ 9,526,980.60 ORIGINAL SITE IMPROVEMENT LETTER OF CREDIT TOTAL(10-18.05) $ 7,423,831.42 ORIGINAL MASS GRADING/EROSION CONTROL/REG STORM SEWER LETTER OF CREDIT TOTAL(10-18-05) $ 2,103,462.35 TOTAL ORIGINAL BOND $ 9,527,293.77 Required Maintenance Bond at 10%of Approved EOPC $ 612,990.25 $ 207,084.15 12/13/2012 040024 05-Autumn Creek Phase I-OPC-121212-to-City.xls Page 4 of 4 JOB NAME:AUTUMN CREEK SUBDIVISION-PHASE I CONSTRUCTION LOCATION: UNITED CITY OF YORKVILLE ENR-CC Index for date of original bond 7563 Current ENR-CC Index 9027 PLAN DATE:12-12-05 Remalmng Non-SSA funded Completed Non- PAY ITEM UNITS UNIT COST Original Quanti OUANTTTY Remaining COST SSA funded Cost ROADWAY CONSTRUCTION I PHASE 16 PHASE 1B PHASE 1B COMBINATION CONCRETE CURB AND GUTTER TYPE B-6,12 FOOT S 8.00 4.0321 0 S S - BACKFILLCURB FOOT S 0.50 4,0321 0 S P-C.C-SIDEWALK 5'WITH 5"AGG.SUBBASE 6"THRU DRIVE WITH 5"AGG.SUBBASE SQ-FT- S 4.00 19.9771 13.385 S 53.538.36 5 26,369.64 SAWCUT CURB DEPRESSION(DRIVEWAYS 20'EACH) S 10.00 0 U S S LOCAL ROADS 1 5 AGGREGATE BASE COURSE MATERIAL(CA-6). iO'TYPE B OR APPROVED EQUAL SQ,YD, S 8.251 6,328 0.S $ BITUMINOUS MATERIALS PRIME COAT MC-30 025 GAUSQ YD1 GAL 5 0.751 1,582 0 S $ BITUMINOUS CONCRETE BINDER COURSE CL 1,MIXTURE B. 2.5" SQ.YD. S 4-45 6,328 0 $ _ S BITUMINOUS CONCRETE SURFACE COURSE,MIXTURE C CL 1,1.5" SQ,YD. 5 3.25 6.328 0 S • 5 AGGREGATE BASE COURSE CRUSHED STONE CA-6,TYPE B 3.5' UNDER CURB SO.YD. S 2.60 1,120 0 S S AMOCO 4551 GEOTEXTILE FABRIC OR EQUAL - SO.YD. S 1.60 6,328 (- S S FINE GRADE ROADWAY 54.YO. S 0.50 7.448 U 5 S MAIN ROAD(STA 17+14 TO 33+30 S AGGREGATE BASE COURSE MATERIAL(CA-6). 12"TYPE B OR APPROVED EQUAL SQ.YD. $ 9.35 5 5 BITUMINOUS MATERIALS PRIME COAT,MC-30 O25 GAUSO YO GAL S 0.75 S S BITUMINOUS CONCRETE BINDER COURSE CL t MIXTURE B,4.5' SQ-YD. S 8.65 S 5 BITUMINOUS CONCRETE SURFACE COURSE.MIXTURE C.CL I,1.5" $0.YD. S 3,25 S $ AGGREGATE-BASE COURSE CRUSHED STONE CA•Fi,TYPE 9 7.5" UNDER CURB) SO.YD. S 4.50 5 $ AMOCO 4551 G9'0-TEXTILE FABRIC OR EQUAL SQ.YO. S 1.60 S - S FINE GRADE ROADWAY SQ.YD. 5 0.50 S S MAJOR COLLECTOR ROAD(STA 33+30 TO 42+52.09 5 AGGREGATE BASE COURSE MATERIAL CA-6 16"TYPE B OR APPROVED EQUAL_ SQ.YD. S 1025 S $ BITUMINOUS MATERIALS PRIME COAT,MC-36 (0,25 GAL=YO GAL S 0.75 5 - S BiTUM_iNOUS CONCRETE BINDER COURSE CL 1,MIXTURE B.44' SQ,YD- $ 8.65 1 S - S BITUMINOUS CONCRETE SURFACE COURSE MIXTURE C CL 1,1.5" SQ.YD. S 3.25 $ S AGGREGATE BASE COURSE CRUSHED STONE(CA=61.TYPE B 7.5'!ENDER CURB) SO.YD, S 4.50 $ $ AMOCO 45.,51 GEOTEXTILE FABRIC OR EQUAL SO,YD. S 1.60 S S FINE GRADE ROADWAY SO.YD. is U-50 5 • $ u6•TOfal I S 53,538.35 S 26.38'8,64 ONSITE IMPROVEMENTS Hemiaining Non-SSA funded Completed Non- PAY ITEM _ UNIT UNIT COST QUANTITY Remaining COST SSA funded Cost STORM SEWER CONSTRUCTION PHASE 1B PHASE 18 PHASE 18 STONE RIPRAP,CLASS A3 SQ.YD- $ 85.00 132 0 S $ - PVC CLEAN CUT TEMPORARY EACH $ 200.00 0 0 $ $ - TRENCH BACKFILL CY $ 22.00 353 0 $ S HDPE PERF STORM SEWERS,10" FOOT $ 18-251 0 0 S - S HDPE PERF STORM SEWERS,12' FOOT S 19.25 242 a$ $ HDPE PERF STORM SEWERS.15" FOOT $ 20.40 0 0 $ S HDPE PERF STORM SEWERS.18" _ FOOT $ 23.00 0 0 $ S - HDPE PERF STORM SEWERS,21' FOOT $ 26.80 0 0 $ S - HOPE PERF STOFN SEWERS.24` FOOT $ 30.40 0 0 $ - $ HDPE PERF STORM SEWERS.27" FOOT $ 34.40 0 0 $ $ HDPE PERF STORM SEWERS.30" FOOT $ 39,70 0 0 $ 5 ROPE PERF STORM SEWERS,36" FOOT $ 49.65 107 0 wss 5 RDPE STORM SEWERS,.12" FOOT $ 19.25 0 0 $ STORM SEWERS CLASS A.TYPE 2.12" FOOT $ 19.2.5 1,170 0 $ STORM SEWERS CLASS A,TYPE 2.15' FOOT $ 20.A0 599 0 5 STORM SEWERS,CLASS A.TYPE 2.18" FOOT $ 23-00 685 0 STORM SEWERS CLASS A,TYPE 2.21" FOOT $ 26.60 122 0 STORM SEWERS,CLASS A,TYPE 2.24" FOOT $ 30.40 0 0 $STORM SEWERS.CLASS A,TYPE2.27' FOOT $ 34.40 0 0 $STORM SEWERS.CLASS A,TYPE 2,30" FOOT $ 39.70 0 0 STORM SEWERS,CLASS A.TYPE 2.36" FOOT $ _49.65 224 0 $ $ - STORM SEWERS.CLASS A.TYPE 2.60" FOOT $ 90.85 0 0 $ 5 CATCH BASINS TYPE A W DIAMETER,TYPE R•3015 OR T1 F OL EACH $ 1,325.00 14 0 S 8 CATCH BASINS TYPE A4•DIAMETER,TYPER•328"V EACH $ 1.325.00 2 0 S $ 12/13/2012 Autumn Creek 1 B Bond Estimate 12-12-12.xis Page 1 of 3 JOB NAME:AUTUMN CREEK SUBDIVISION-PHASE I CONSTRUCTION LOCATION: UNITED CITY OF YORKVILLE ENR-CC Index for date of original bond 7563 Current ENR-CC Index 9027 PLAN DATE:12-12-05 INLETS TYPE A 2'DIA,TYPE B GRATE EACH $ 665.00 1 0 $ $ INLETS,TYPE A 2'DIA.TYPE R-3015 OR T1 F CL EACH $ 690-00 9 0 S $ INLETS.TYPE A 2'DIA,TYPE R-3266•SV EACH $ 690-00 2 0.$ S PRECAST REINFORCED CONCRETE FLARED ENO SECTIONS 12"W/GRATE EACH $ 500-00 2 0 $ $ PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15"W/GRATE EACH S 700.00 1 0 $ $ PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18"WIGRATE EACH $ 600.00 2 0 $ $ PRECAST REINFORCED CONCRETE FLARED END SECTIONS 21'WIGRATE EACH $ 900.00 1 0 $ - $ PRECAST REINFORCED CONCRETE FLARED END SECT]ON524"WMaRATE EACH $ 1.000.00 0 0 $ - $ PRECAST REINFORCED CONCRETE FLARED END SECTYONS 27 WP GRATE fry $ 1„200.00 0 0 $ $ PRECAST REINFORCED CONCRETE FLARED END SECTIONS 36"W/GRATE $ 1,400.00 0 0 S - $ PRECAST REINFORCED CONCRETE FLARED END SECTIONS 60"WIG RATE $ 4,000.00 0 0 $ $ - MANHOLES.TYPE A.4'DIAMETER,A-3501 S 1.260-00 0 0 $ $ MANHOLES.TYPE A.4'DIAMETER.TYPE 1 FRAME OPEN LID $ 1220.00 2 0 $ S MANHOLES,TYPE A"4'DIAMETER.TYPE 1 FRAME CLOSED LID $ 1,220-00 10 0 S S MANHOLES.TYPE A.5'DIAMETER.TYPE 1 FRAME OPEN LID $ 1.650-00 1 0 S $ MANHOLES.TYPE A.5'DIAMETER,TYPE t FRAME CLOSED LID _ $ 1.650-00 1 0 S $ - MANHOLES,TYPE A,B'DIAMETER TYPE 1 FRAME OPEN LID $ 2,350.00 0 0 $ $ MANHOLES,TYPE A, pIAMETER TYPE 1 FRATJIE CLOSED LlD $ 2.350.00 3 0 $ S - MANHOLES.TYPE A.8`DIAMETER TYPE I FRAME CLOSED LID S 5.100.00 0 0 S $ TEMPORARY SILTATION FABRIC INSTALLATION BETWEEN INLET FRAME AND LID ROADWAYS. $ 25.00 27 C� S $ TEMPORARY STRAW BALE SEDIMENT TRAP(REAR YARDS $ 150.00 $ $ TOPSOIL STRIP FOR PHASE 2 STORM EXTENSION $ 2.00 0 0 $ S TOPSOIL RESPREAD 6' FOR PHASE 2 STORM EXTENSION $ 2.00 0 0 $ 5 TV VIDEO PIPE FOOT $ 1.70 3,149 $ $ LESS STORM SEWER.COVERED UNDER MASS(TRADING LETTER OF CREDIT L.SUM $ $ Sub-Total $ $ ONSITE IMPROVEMENTS -fng Nan-SSA funded Completed Non- PAY ITEM UNIT UNIT COST QUANTITY Remalnino COST SSA funded Cost WATER MAIN CONSTRUCTION PHASE iB _ PHASE 1B PHASE 1B TOPSOIL STRIP(FOR PHASE 2 WATER MAIN EXTENSION) CY Is 2.00 0 0 S $ TOPSOIL RESPREAD 6"(FOR PHASE 2 WATER MAIN EXTENSION CY S 2.00 _ 0 0 S $ TRENCH BACKFILL CY S 22.00 0 0 $ - $ B•INCH WATER MAIN FOOT $ 23.30 2.811 0 $ - $ _ 16"INCH WATER MAIN FOOT $ 60.00 0 0 $ $ FIRE HYDRANTS EACH $ 2,450"00 6 0 $ $ 8"VALVE AND VALVE BOX EACH $ 1.060.00 8 0 S $ 5'DIA VALVE VAULT AND 18-VALVE EACH $ 5.000.00 0 0 $ $ 1"SINGLE FAMILY WATER SERVICE INCLUDING TRENCH BACKFILL(LONG) EACH Is 1.135.00 0 0 $ S S"SINGLE FAMILY WATER SERVICE INCLUDING TRENCH BACKFILL-SHOR EACH $ 475 2 0 0 $ $ 4'M71!1,FAMILY WATER SERVICE W14"VALVE AND VALVE BOX INC TRENCH BACKFILL(LONG) EACH $ 2.200.00 10 4"MULTI-FAMILY WATER SER+dICE W/4"VALVE AND VALVE BOX INC.TRENCH BACKFILL(SHORT) EACH S 1,100.00 181 0,$ $ - Sub-Total $ S ONS-I E IMPROVEMENTS numa�nmy Non-SSA funded Completed Non- PAY ITEM UNIT UNIT COST QUANTITY Remainina COST SSA funded Cost SANITARY SEWER CONSTRUCTION PHASE 1B PHASE 1 B PHASE 1B TRENCH 8ACKFtLL CY S 22.00 242 0 S _ 3 6'SANITARY SEWER SERVICE,PVC SDR-26 0'-Ib'DEEP FOOT $ 22.00 1.932 _ 0 S $ W SANITARY SEWER.PVC SDR-26 T-15'DEEPI FOOT $ 26.50 1-625 0 $ - $ 8- SANITARY SEWER PVC SDA-21(15'-20'DEEP FOOT S 29.00 248 0 $ S 10'SANITARY SEWER,SDR-26 V-15'DEEP FOOT S 30-00 0 0 5 $ 12"SANITARY SEWER.DA,16 C-900{VA V DEEP FOOT $ 35.00 0 0 $ $ 12'SANITARY SEWER,SOR-25 0'-15'DEEP FOOT $ 35.00 0 0 $ S 12/13/2012 Autumn Creek 18 Bond Estimate 12-12-12.xis Page 2 of 3 JOB NAME:AUTUMN CREEK SUBDIVISION-PHASE I CONSTRUCTION LOCATION: UNITED CITY OF YORKVILLE ENR-CC Index for date of original bond 7563 Current ENR-CC Index 9027 PLAN DATE:12-12-05 16" SANITARY SEWER.DR-18 C-905 0'-15'DEEP FOOT $ 80.00 0 0 $ $ 4' SANITARY MANHOLES 0'-15'DEEP) EACH $ 2.150.00 3 0 $ $ 4' SANITARY MANHOLES 15'-20'DEEP EACH S 2.650.00 5 5 4'SANITARY MANHOLES(15'-20'DEEP WITH OUTSIDE DROP) EACH $ 4.000.00 15 0 5 $ PVC CLEANOUT EACH S 200.00 29 0 S $ 6"SINGLE FAMILY SANITARY SEWER SERVICE INCLUDING TRENCH BACKFILL LONG EACH S 1.450-00 0 0 5 $ 6"SINGLE FAMILY SANITARY SEWER SERVICE INCLUDING TRENCH BACKFILL(SHORT EACH $ 450.00 0 0 $ $ TV VIDEO PIPE FOOT $ 1,70 1.673 C $ - S - Sub-Total i i Is $ MISC.IMPRO V EM ENTSIFE ES ne�Tni7nTiy Non-SSA funded Completed Non- QUANTITY Remaining COST SSA funded Coat PAY ITEM UNIT UNIT COST PHASE I B PHASE 1 B PHASE 1 B BIKE PATH 8'WIDTH 2"OVERLAY WITH 8"AGGREGATE BASE SO-YD. $ 13-00 1.927 0 S _ BIKE PATH 10'WIDTH(2"OVERLAY WITH 8"AGGREGATE BASE) SQ.YD. $ 13.00 0 0 $ STREET SIGNS L.SUM $ 5.000.00 0-25 0.00 5 STRIPING L.SUM $ 2.000,00 0-251 0.00 $ STREET LIGHTS/WIRING EACH $ 2.500.00 7 0 S 3 X 4"PVC SLEEVES FOR COMED/SBC/COMCAST(EACH CROSSING) (1 PER INT.ESTIMATED) EACH $ 610.00 1 0 $ 1 X 4"SLEEVE FOR GAS.EACH CROSSING)(1 PER INTERSECTION ESTIMATED) EACH $ 205.00 1 0 $ MOSQUITO ABATEMENT LSUM $ 1,000.00 025 0-00 $ Sub-Total 1 $ $ GRADING IMPROVEMENTSWEES niy SA funded funded Completed Non- QUANTITY Remaining COST SSA funded Coat PAY ITEM UNIT UNIT COST PHASE 1B PHASE 1B PHASE iB MASS EARTHWORK TOTAL LSUM $ 1.526.906.50 0,00 $ LE%- MASS EARTHWORK 70TAI..COVERED UNDER MASS GRADING LETTER OF LSUM $ - Sub-Total $ - $ LANDSCAPING IMPROVEMENTSfFEES Remaining Non-SSA funded Completed Non- QUANTITY Remaining COST SSA funded Coat PAY ITEM UNIT UNIT COST PHASE 1B PHASE 1B PHASE 1B TREES/LANDSCAPING(SEE OPC BY GARY WEBBER DATED 06121/11) L.SUNI $ 37,214.00 24,933 38 $ 24.933 38 S 12.280.62 Sub-Total SUB-TOTAL COST With ENR-CC increase S 93.661.83 1$ 46,131.94 CONTINGENCY(10%)For Rernsining Improvements $ 9.366.181$ - 15%RaWned for Com #eteditems Is - $ 6,919.79 SUB-TOTAL Bonded Cost S 103.028.01 I S 6.919.79 12/13/2012 Autumn Creek 1 B Bond Estimate 12-12-12.x15 Page 3 of 3 BILL OF SALE PE7E2 —,k&lulaLlS, VJ' Of " rik Seller, �f�LTE MMES in consideration of One and 00/100th Dollar ($1.00), receipt hereby acknowledged, does hereby sell, assign, transfer and convey to the Buyer,the United City of Yorkville, an Illinois municipal corporation, at 800 Game Farm Road, Yorkville, Illinois 60560, the following personal property to wit described in Exhibit A attached hereto for the development know as Autumn Creek Units 1A& 1C, and generally shown on Exhibit B. Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said property, that said property is free and clear of all liens, charges and encumbrances, and that Seller has full right,power, and authority to sell said property and to make this Bill of Sale. IN WITNESS WHEREOF, Seller has signed and sealed this Bill of Sale at l CJV1 N. l?'OSEt--LE 0B , STF— loon, this /:!Iday of De-u, bC+- SCr11�r,1M$ir�TZC� IL- &O(GS Subscribed and Sworn to before me this 11`1h day of Dp-Gtirn..!?-eW _, 20!� Notary Public VPo4 �� i , 1�uI+c tbrr,tS OFFICIAL SEAL AMY G WIRTH NOTARY PUBLIC-STATE OF ILLINOIS MY COMMISSION EXPIRES:01/03/16 1 Page 1 of 1 Exhibit A Autumn Creek Units 1 A & 1 C Roadways Autumn Creek Boulevard Sta. 0+00 to Sta. 42+53 Emerald Lane Sta. 110+13 t Sta. 236+53 Madden Court Sta. 1000+00 to Sta. 1003+15 Cobalt Drive Sta. 1100+00 to Sta. 1102+43 Crimson Lane Sta. 1300+00 to Sta. 1309+20 Crimson Lane Sta. 1322+35 to Sta. 1324+15 Orchid Street Sta. 1400+00 to Sta. 1410+06 Orchid Street Sta. 1600+00 to Sta. 1611+16 Coral Drive Sta. 1500+00 to Sta. 1514+08 Sienna Drive Sta. 1700+00 to Sta. 1710+20 Lavender Way Sta. 1800+00 to Sta. 1817+21 Utilities See attached Spreadsheet. EXHIBIT A AUTUMN CREEK SUBDIVISION-UNITS 1A& 1C UNITED CITY OF YORKVILLE UTILITIES UNITS TOTAL UNIT 1A UNIT 1C STONE RIPRAP, CLASS A3 SQ.YD. 403 293 110 HDPE PERF STORM SEWERS, 10" FOOT 1.070 984 86 HDPE PERF STORM SEWERS, 12" FOOT 2,326 1,880 446 HDPE PERF STORM SEWERS, 15" FOOT 1,878 1,397 481 HDPE PERF STORM SEWERS, 18" FOOT 1,318 856 462 HDPE PERF STORM SEWERS,21" FOOT 782 782 0 HDPE PERF STORM SEWERS, 24" FOOT 785 551 234 HDPE PERF STORM SEWERS, 27" FOOT 1,388 1,048 340 HDPE PERF STORM SEWERS,30" FOOT 1,495 1,495 0 HDPE PERF STORM SEWERS,36" FOOT 0 0 0 HDPE STORM SEWERS, 12" FOOT 639 639 0 STORM SEWERS, CLASS A,TYPE 2, 12" FOOT 5,318 4,152 1,166 STORM SEWERS, CLASS A,TYPE 2, 15" FOOT 3,761 2,059 1,702 STORM SEWERS, CLASS A,TYPE 2, 18" FOOT 3,544 3,370 174 STORM SEWERS, CLASS A,TYPE 2,21" FOOT 1,528 1,211 317 STORM SEWERS, CLASS A,TYPE 2,24" FOOT 853 804 49 STORM SEWERS, CLASS A, TYPE 2,27" FOOT 791 453 338 STORM SEWERS, CLASS A,TYPE 2, 30" FOOT 827 827 0 STORM SEWERS, CLASS A,TYPE 2, 36" FOOT 1,670 1,670 0 STORM SEWERS, CLASS A,TYPE 2,60" FOOT 142 142 0 CATCH BASINS,TYPE A 4' DIAMETER,TYPE R-3015 OR T1 F OL EACH 66 52 14 CATCH BASINS,TYPE A 4' DIAMETER,TYPER-3286-8V EACH 8 6 2 INLETS,TYPE A 2' DIA,TYPE 8 GRATE EACH 27 22 5 INLETS,TYPE A 2' DIA,TYPE R-3015 OR T1 F CL EACH 67 50 17 INLETS, TYPE A 2' DIA,TYPE R-3286-8V EACH 6 4 2 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12"W/GRATE EACH 4 4 0 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15"W/GRATE EACH 3 1 2 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18"W/GRATE EACH 2 2 0 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 21"W/GRATE EACH 1 0 1 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24"W/GRATE EACH 5 4 1 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 27"W/GRATE EACH 1 0 1 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 36"W/GRATE EACH 4 4 0 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 60"W/GRATE EACH 1 1 0 MANHOLES,TYPE A,4' DIAMETER, R-3501 EACH 11 5 6 MANHOLES.TYPE A, 4' DIAMETER,TYPE 1 FRAME OPEN LID EACH 48 33 15 MANHOLES,TYPE A, 4' DIAMETER,TYPE 1 FRAME CLOSED LID EACH 47 35 12 MANHOLES,TYPE A, 5' DIAMETER,TYPE 1 FRAME OPEN LID EACH 35 25 10 MANHOLES,TYPE A, 5' DIAMETER,TYPE 1 FRAME CLOSED LID EACH 19 16 3 MANHOLES,TYPE A, U DIAMETER,TYPE 1 FRAME OPEN LID EACH 16 16 0 MANHOLES,TYPE A,U DIAMETER,TYPE 1 FRAME CLOSED LID EACH 22 22 0 MANHOLES,TYPE A,8' DIAMETER,TYPE 1 FRAME CLOSED LID EACH 2 2 0 8- INCH WATER MAIN FOOT 10,980 7,860 3,120 16- INCH WATER MAIN FOOT 5,797 4.,284 1,513 FIRE HYDRANTS EACH 66 51 15 8"VALVE AND VALVE BOX EACH 35 27 8 5' DIA VALVE VAULT AND 16"VALVE EACH 19 14 5 1" SINGLE FAMILY WATER SERVICE INCLUDING TRENCH BACKFILL LONG EACH 79 38 41 1" SINGLE FAMILY WATER SERVICE INCLUDING TRENCH BACKFILL SHORT EACH 89 54 35 12/6/2012 Exhibit A Spreadsheet.xls Page 1 of 2 EXHIBIT A AUTUMN CREEK SUBDIVISION-UNITS 1A& 1C UNITED CITY OF YORKVILLE 4" MULTI-FAMILY WATER SERVICE W/4"VALVE AND VALVE BOX(LONG)_ EACH 16 16 0 4" MULTI-FAMILY WATER SERVICE W/4"VALVE AND VALVE BOX(SHORT) EACH 9 9 0 6" SANITARY SEWER SERVICE, PVC SDR-26 0'-15' DEEP) FOOT 1,599 1,599 0 8" SANITARY SEWER, PVC SDR-26 0'-15' DEEP FOOT 6,958 3.318 3,640 8" SANITARY SEWER, PVC SDR-21 15'-20' DEEP FOOT 279 279 0 10" SANITARY SEWER, SDR-26 0'-15' DEEP FOOT 682 682 0 12" SANITARY SEWER, DR-18 C-900 0'-15' DEEP FOOT 296 296 0 12" SANITARY SEWER, SDR-26 0'-15' DEEP FOOT 2,046 2,046 0 16" SANITARY SEWER, DR-18 C-905 0'-15' DEEP FOOT 2,383 2,383 0 4' SANITARY MANHOLES 0'-15' DEEP EACH 51 32 19 4' SANITARY MANHOLES 15'-20' DEEP) EACH 8 8 0 4' SANITARY MANHOLES (15'-20' DEEP WITH OUTSIDE DROP) EACH 15 15 0 PVC CLEANOUT EACH 25 25 0 6" SINGLE FAMILY SANITARY SEWER SERVICE LONG EACH 92 56 36 6" SINGLE FAMILY SANITARY SEWER SERVICE (SHORT) EACH 76 36 40 BIKE PATH 8'WIDTH 2"OVERLAY WITH 8"AGGREGATE BASE SQ.YD. 3,058 3,058 0 BIKE PATH 10'WIDTH 2" OVERLAY WITH 8"AGGREGATE BASE SQ.YD. 1,412 1,412 STREET SIGNS EACH 7 7 0 STREET LIGHTS/WIRING EACH 53 39 14 PARKWAY TREES EACH 275 175 100 12/6/2012 Exhibit A Spreadsheet.xls Page 2 of 2 0 200' 400' Emm SCALE FEET LEGEND SANITARY SEWER STORM SEWER WATER MAIN r' r j I J AUTUMN C K H UNIT 1B O Do ,,b O ti \ f, r, f J o MERALU LAmr. - — ,r ✓ '� z AUTUMN CREEK —AUTUMN CREEK s UNIT 1C UNIT 1A $ w a 0 `~—- ___� n ii 'i CaP1RIUt1 O 2017:-nwHEMOG DRIERMSES,-C E Engineering Enterprises,Inc. UNITED CITY OF YORKVILLE AUTUMN CREEK UNITS 1A AND 1C EXHIBIT B DATE: DECEMBER 138 CONSULTING ENGINEERS PROJECT N0: Y011138 1i 52 Wheeler Road KENDALL COUNTY, ILLINOIS YORKVILLE, ILLINOIS FILE: Y01138—LOCATION'S Sugar Grove, Illinois 60554 A A 630.466 6700 / www eeiweb com N0. DATE REVISIONS SHEET 1 OF 1 i Reviewed By: Agenda Item Number 4 ' �► Legal ❑ NB #6 Finance ❑ EST. -� _�ti 1&36 Engineer El strator � Agenda Item Tracking Number City Administrator Consultant ❑❑ PW 2012-72 ALE Agenda Item Summary Memo Title: Bond/LOC Update Meeting & Date: Public Works—December 18, 2012 Synopsis: A status update of existing bonds/LOCs for incomplete residential subdivisions. Action Previously Taken: Date of Action: PW 9/18/12 Action Taken: Status update. Item Number: PW 2012-31 Type of Vote Required: N/A Action Requested: Informational and discussion item. Submitted by: Krysti Barksdale-Noble, AICP Community Development Name Department Agenda Item Notes: See attached staff memorandum. �$ .k T Memorandum ESL 1836 To: Public Works Committee -� From: Krysti J. Barksdale-Noble, Community Development Director e. I 0 � �� CC: Bart Olson, City Administrator �d�C y ♦� Brad Sanderson, EEI "A<tE w Date: December 13, 2012 Subject: Bonds & Letter of Credit Status Updates Purpose The purpose of this memorandum is to provide the Public Works Committee with an updated status report on the progress Staff continues to make on those unfinished residential subdivisions with LOCs or bonds deemed at risk for default. Since approving new policies and procedures for tracking subdivision completion, we have made contact with the successor owners/developers and generated new or revised punchlists; obtained renewed instruments of security; released securities for completed projects; or demanded a call on the bonds/LOCs. At Risk Residential Subdivisions From Staff's previous analysis (see attached), we focused primarily on the incomplete residential development projects the City has securities for and created a "risk assessment" rating system, by subdivision, based upon the probability of default and reasonableness for demand of call due to: the date of bond expiration'; developer activity; and percent (%) built-out. There were approximately 84 bonds/LOCs the City had for sixteen(16) residential subdivisions which remained unfinished. Nine (9) of those incomplete residential subdivisions with bonds/LOCs that were deemed at "imminent" or"high" risk of default (or have already defaulted, in some cases) based upon the following criteria: 4 to 5+ years over LOC/Bond expiration date; no development activity or no recent activity within the last 3 to 4+ years; and no built-out platted units or less than 20% built out. Of the identified developments, two (2) have been scheduled to have its LOC reduced or released (Kendallwood Estates and Swanson Lane Estates); three (3) development's bonds have been called and in litigation (Westbury Village, Whispering Meadows and Windette Ridge); and two (2) will have updated punchlists and estimated costs for completions(Prestwick of Yorkville and Caledonia). Subdivision Status Updates Below is a summary updating the status of the bonds/LOCs for the most recent staff activity related to these residential subdivisions. Prestwick of Yorkville: This 200-acre development was approved in 2005 for nearly 360 single family residential units. Only four (4) units have been constructed. The development was approved for two phases of development, and two (2) LOCs and a bond was established by the original developer. The current value of these LOCs and bond is approximately $1.82 million. Staff has conducted field inspections of the development in August & September 2012, and generated updated punchlists for completion of the 1st phase (Unit 1) of the development. Based upon those inspections, the current estimated cost of completion for this development with a 10% contingency is approximately $1.88 million. Interested parties looking to purchase the development have approached the City regarding a reduction in bond/LOC values. In September 2012, staff met with the representative from Homestar Bank, who currently has title to the property, and a potential phased development for a future buyer for the development. At that time we also discussed the status of the Rte. 126 & Penman ' Language on the standard Surety Bond provides that although an expiration date is listed,all bonds are renewable and the surety company will "notify the City Clerk by certified or registered mail, return receipt requested, at least ninety(90)days prior to said expiration date that said Subdivision Bond is about to expire.In no event shall this Subdivision Bond or the obligations contained herein expire except upon said prior written notice, it being expressly agreed by the undersigned that the above expiration date shall be extended as required to comply with this notice provision." Road intersection improvements as well as a schedule for subdivision completion. A formal request for this information was made by staff in a letter dated October 10, 2012. No response has been received to date.However, staff recently met with interested parties in the Prestwick Unit 2 portion who may also consider purchasing the entire development.We will continue to evaluate all options, including negotiating an amended annexation agreement or pursuing the call of the LOCs. Caledonia: The 85-acre development was approved in 2003 for a 206 single-family residential development. Since that time, only 50 units or 24% of the development has been constructed. The City is currently holding four (4) LOCs in the amount of approximately $1.2 million for the two phases of this project. Staff has been informed that the original developer is no longer the owner of the property and the successor developer is an investment company. Engineering staff has conducted site inspections in November 2012 of the property and generated a revised punchlist and estimated cost for completion. This information is the first step in accessing the properties reasonableness for completion and will be used in future discussions with successor owners/developers. Kendallwood Estates: This approximately 50-acre development was approved in 2007 for an 83-lot single-family residential development with a portion of the development included in the Downtown Yorkville Tax Increment Finance (TIF) Redevelopment Project and Plan area. Although infrastructure such as streets, stormwater management basins, water mains and other utilities were subsequently constructed in this development,no homes were ever built. At the time,the City held two (2)LOCs in the amount of$2.04Million for various site development, infrastructure and landscaping improvements. This past summer the City Council approved an Amended Development Agreement for the Kendallwood Estates subdivision to permit a reduction in the LOCs to roughly $300K with the stipulation that upon approval of a revised development plan in the future, replacement LOCs or bonds in an amount equal to the current cost of construction would be provided. As of November 16,2012, all punchlist items identified in the Amended Development Agreement such as soil erosion control and repair of the retaining wall were completed. The property is now stabilized and has recently been sold to a local developer. Briarwood/Cornerstone: The annexation agreement for this 18-acre residential development was approved in 2003 and subsequently amended in 2004 to allow for the construction of 41 single family lots. Since that time, only seven (7) lots have been built within the development and it currently remains only 17%complete. The city held two(2)bonds for this development related to earthwork/erosion control and site work in the amount of nearly $140K and approximately $338K, respectively. Initially assessed by staff as "moderate risk" of default, staff has worked with the original builder/developer of the Briarwood/Cornerstone subdivision over the past several months to finalize punchlist items and obtain early acceptance of the development. To date, the developer has substantially completed the remaining outstanding improvements and was granted approval final acceptance of the subdivision at the December 11th City Council meeting. A new warranty bond in the amount of$155K will be established and kept in place for a period of one (1) year. Additionally, there has also been interest by a local home builder to purchase the remaining undeveloped lots within the Briarwood/Cornerstone subdivision in hopes of re-starting construction activity and the City Council also authorized staff to initiate annexation agreement amendment negotiations to reduce the building permit fees within the development. Other Bonds/LOCS Staff has also identified two (2) additional developments which were not a part of our initial risk assessment but have moved forward with updating their bond/LOC statuses as described below: Morgan Street Townhomes: This approximately 1.2-acre property, also referred to as `Block 4 Black's Addition", is located at the northwest corner of Morgan Street and Van Emmon,just south of Hydraulic Street. As approved in 2007, the townhome development was to consist of twelve (12)units and posted a letter of credit in the amount of nearly $25,000 for earthwork. However, only six (6) units were ever constructed and the LOC has been subsequently reduced to approximately $12K. Engineering staff has field inspected the property this past summer and verified the remaining punchlist items for identified in a letter from the previous engineer on December 12, 2007 have been corrected. Staff has communicated with the developer, Willman & Groesch, last month on the status of the development and we are in the process of releasing the LOC. If redevelopment of the remaining six (6) units gets underway in the future a new LOC or bond will be required to be established. Savitski Property.' This one (1) acre development located at the northeast corner of Rte. 34 and Eldamain Road was granted approval of a Site Development Plan for the future construction of a proposed 2,400 square foot industrial building with associated impervious surfaces. The City is currently holding a letter of credit in the amount of $18,135.00 for the development. Recently, the engineering staff conducted a site inspection to verify the outstanding final punchlist items listed in a letter dated January 16,2008 have been completed.We are in the process of releasing the LOC in its entirety. Staff Summary& Comments Staff continues to make significant progress in addressing the outstanding Letters of Credit (LOC) and bonds for all other residential and non-residential developments. Since this summer, we started with 150 bonds/LOCs for 54 existing development projects in various phases of completion. Currently, we have approximately 107 bonds/LOCs for 31 development projects, most of which have revised expiration dates or have been previously called and are currently being litigated. For your reference, attached is the updated summary spreadsheet of all LOCs/bonds. We intend to provide updated progress summaries to the Public Works Committee and/or City Council as we continue to move through the remainder of the subdivision bonds/LOCs. C/l O Memorandum EST. 1836 To: Public Works Committee --� From: Krysti J. Barksdale-Noble, Community Development Director '{ �� CC: Bart Olson, City Administrator Oa= O► �d��o.Ty •Z Brad Sanderson, EEI kE +1� Date: September 11, 2012 Subject: Status of Subdivision Bonds for Incomplete Developments Background& Purpose As the Public Works Committee will recall, this past May staff provided an analysis of current Letters of Credit (LOC) and bonds the City had in place for the various residential subdivision developments. Staff also proposed revisions to the Subdivision Control Ordinance which would implement new policies and procedures fir tracking subdivision completion and strengthen our position should we have to demand a call of a bond or LOC. These proposed revisions were reviewed and recommended by the Plan Commission and subsequently approved by the City Council on August 28, 2012 and are now in effect. The purpose of this memorandum is to update the Public Works Committee on the progress Staff has made on those unfinished residential subdivisions with LOCs or bonds deemed at risk for imminent default since approving these new policies and procedures. Imminent Risk Residential Subdivision From Staff's previous analysis, there were seven ( ) residential subdivisions with bonds/LOCs that are in"imminent"risk of default (or have already defaulted, in some cases)based upon the following criteria: 5+years over LOC/Bond expiration date; no development activity or no recent activity within the last 4+years; and no built-out platted units or less than 10% built out. Those subdivisions identified as in imminent risk for default are: 1. Swanson Lane Estates 2. Westbury Village (East) 3. Whispering Meadows 4. Windett Ridge 5. Prestwick of Yorkville 6. Caledonia 7. Villas at the Preserve Subdivision Status Updates Below is a summary updating the status of the bonds/LOCs for these residential subdivisions. Swanson Lane Estates: This 15-acre development was approved in 2005. The developer established a Letter of Credit in the amount of approximately $188,000 for the construction of a 6-lot residential subdivision. However, no development activity ever occurred. The owner was granted approval of a Plat of Vacation, rescinding the entitlement to develop the property and the LOC is scheduled to be released this month. Westbury Villa (East): This 300-acre development was approved in 2004. The original developer, Ocean Atlantic, has since lost the property to foreclosure and the site remains partially improved with infrastructure, but no residences. The City currently has approximately $3.5 million in security for eight (8) bonds related to this development project. In May 2009, the City Council authorized staff to call these bonds.This matter is still being litigated. Whispering Meadows: This 300- acre development was approved in 2003 as a phased development to be built in a total of four (4) units. Construction has occurred in Units 1 &2, but Unit 4 remains partially built out and Unit 3 remains completely undeveloped. The ownership of this development has shifted from the original developer to TRG Investments who is holding the property until market conditions improve. The City currently has six(6)bonds totally$2.3 million for Units 1, 2 and 4. In February 2011, the City Council authorized staff to call these bonds and this matter is also in litigation. Windett Ridge: The 160-acre development is approximately 40%built out and has two (2) bonds totaling about $370,000. The successor owner of the remaining undeveloped lots has indicated no interest in completing outstanding items provided in a punch list generated in May 2010. Therefore, per the direction of City Council, a demand for these bonds was made in February 2012. The matter is now being litigated. Prestwick of Yorkville: This 200-acre development was approved in 2005 for nearly 360 single family residential units. Only four (4) units have been constructed. The development was approved for two phases of development, and two (2) LOCs and a bond was established by the original developer. The current value of these LOCs and bond is approximately $1.82 million. Staff has conducted field inspections of the development in August & September 2012, and generated updated punchlists for completion of the 1" phase (Unit 1) of the development. Based upon those inspections, the current estimated cost of completion for this development with a 10% contingency is approximately $1.88 million. Interested parties looking to purchase the development have approached the City regarding a reduction in bond/LOC values. These preliminary discussions are on-going. Caledonia: The 85-acre development was approved in 2003 for a 206 single-family residential development. Since that time, only 50 units or 24% of the development has been constructed. The City is currently holding four (4) LOCs in the amount of approximately $1.2 million for the two phases of this project. Staff has been informed that the original developer is no longer the owner of the property and the successor developer is an investment company. Staff is planning to conduct a site inspection of the property and generate a revised punchlist and estimated cost for completion next month. Villas at the Preserve (aka Yorkville Town Center): This 27-acre development was initially approved in 2006 for a 42-lot attached residential unit development and a LOC in the amount of approximately $762,000 was established. However in 2008, an amended annexation and PUD agreement rezoned the property from a residential development to a B-3 Commercial Development knows as Yorkville Town Center. No additional development activity has occurred on the property. Therefore, staff is in the process of contacting the current owner and/or successor developer to ascertain the potential for redevelopment as entitled. Staff Summary& Comments Staff has made significant progress in addressing the outstanding Letters of Credit (LOC) and bonds for these residential developments. Of the seven (7) identified developments, one (1) is scheduled to have its LOC released, three (3) development's bonds have been called and in litigation, and two (2) will have updated punchlists and estimated costs for completions finalized within the next month. The updated punchlists and cost estimates will enable staff to evaluate if sufficient funding is in place to complete the needed improvements; help prioritize the order of those improvements to be completed; and make recommendations for future demands against these security instruments. We intend to provide updated progress summaries to the Public Works Committee and/or City Council as we continue to move through the remainder of the subdivision bonds/LOCs. For your reference, attached is the new Public Improvement Completion(PIC) schedule that will be required for all new development projects requiring bonds or Letters of Credit. Staff is seeking your feedback on this new subdivision completion guarantee tool. Summary of Letter of Credits/Bonds United City of Yorkville Revised:December 10,2012 Bank Original Current Expiration Notification Development Name Amount Amount Exp.Date Date Reqd? Surety:Doc No. Punch List Dates(Outstanding Items) Comments Autumn Creek Phase to $2,103,462.35 $316,959.54 28-Jun-07 Yes SafeCo Surety Bond#6346371 Site Development permit bond Autumn Creek Phase 1A $7,423,831.42 $946,396.58 18-Oct-13 Yes The Fidelity&Deposit Cc:Bond#08824717 Balance of land improvements Autumn Creek Phase 2 $1,327,792.60 $317,303.84 8-Aug-07 Yes SafeCo Surety:Bond#6414740 Site Development Permit Bond Autumn Creek Phase 2 $1,550,252.77 $321,200.38 24-Oct-13 Yes Bond Safeguard;Bond#5030622 110%of land improvements(except earthwork/erosion control)associated with school construction Autumn Creek Unit 1 Resub. $264,237.05 $264,237.05 23-May-14 Yes Bond Safeguard;Bond#504207 110%of land improvements Autumn Creek 2A $343,781.101 $343,781.10 24-Aug-13 Yes Liberty Mutual:Bond#268002827 110%of land improvements Autumn Creek 2B $288,641.101 $288,641.10 13-Jun-13 Yes Liberty Mutual:Bond#268002119 1 1110%of land improvements Blackberry Woods $745,798.28 $111,159.84 24-Jun-13 Yes First National Bank LOC#STB10200036 Site Development permit LOC Blackberry Woods $2,982,579.59 $584,160.39 24-Jun-13 Yes First National Bank LOC#STB10200038 9-19-2012 Outstanding Items:General,Sanitary,Water,Storm,Paving,Grading&Landscaping Supplemental LOC for 110%of remaining land improvements Block 4 Black's Addition(Morgan St.TH) $24,476.00 $12,313.06 21-Aug-12 Yes First National Bank-Yorkville:LOC#140 Earthwork;Erosion&Sediment Control only-LOC to be released,all p/I items addressed Bristol Bay-Phase 1(Units 1-7) $403,308.04 $403,308.04 N/A N/A Fidelity&Deposit Company of Maryland;Bond#8771376 Site development permit bond;replaces Fed.Ins.Co.Bond#8196-76-53;Bond#8771376 replaced by individual bonds for Units 1-8 Bristol Bay-Unit 3 $378,599.02 $174,260.98 N/A N/A Arch Insurance Co.,Bond#SU1114152 110%of all land improvements except earthwork-related items&landscaping,replaces Armor Bond#ARM 10352 Bristol Bay-Unit 3 $91,042.89 $91,042.89 N/A N/A Safeco Insurance Co.of America;Bond#6544062 Landscaping Bristol Bay-Unit 3 $22,349.30 $19,334.94 N/A N/A Arch Insurance Co.,Bond#SU1114158 Earthwork&Erosion/Sediment Control,replaces Armor Bond#ARM10689 Bristol Bay-Unit 5 $72,671.07 $72,671.07 N/A N/A Liberty Mutual Insurance Co.,Bond#268000460 12-01-2010 Outstanding Items:General,Sanitary,Water,Storm,Paving,Lighting&Landscaping Maintenance Bond,replaces Armor Bonds#ARM 10354&ARM10691 and Safeco Bond#6544064-Accepted 1/12/12 Bristol Bay-Unit 9 $1,453,294.78 $847,848.97 N/A N/A Arch Insurance Co.,Bond#SU1114154 110%of sitework,replaces Armor Bond#ARM10420 Bristol Bay-Unit 9 $151,468.83 $151,468.83 N/A N/A Arch Insurance Co.,Bond#SU1114157 110%of Landscaping,replaces Armor Bond#ARM10458 Bristol Bay-Unit 9 $10,471.65 $10,471.65 N/A N/A Arch Insurance Co.,Bond#SU1114160 Site Dev.permit bond;replaces Armor Bond#ARM10736 Bristol Bay-Unit 10 $19,103.42 $19,103.42 N/A N/A Arch Insurance Co.,Bond#SU1114161 Site Dev.permit bond;preplaces Armor Bond#ARM10737 Bristol Bay-Unit 11 $18,025.26 $18,025.26 N/A N/A Arch Insurance Co.,Bond#SU1114162 Site Dev.permit bond;replaces Armor Bond#ARM10738 Bristol Bay-Unit 11 $1,309,846.19 $657,233.93 N/A N/A Arch Insurance Co.,Bond#SU1114155 110%of sitework,replaces Armor Bond#ARM10421 Bristol Bay-Unit 11 $232,023.36 $232,023.36 N/A N/A Arch Insurance Co.,Bond#SU1114156 110%of Landscaping,replaces Armor Bond#ARM10457 Bristol Bay-Unit 12 $7,869.78 $7,869.78 N/A N/A Arch Insurance Co.,Bond#SU1114163 Site Dev.permit bond;replaces Armor bond#ARM10739 Bristol Bay-Unit 13 $32,537.31 $32,537.31 N/A N/A Arch Insurance Co..,Bond#SU1114164 Site Dev.permit bond;replaces Armor Bond#ARM10740 Caledonia-Phase 1 $4,135,187.65 $745,764.75 7-Jul-06 Yes Old Second Bank No.2912 110%of all land improvements(except landscaping) Caledonia-Phase 1 $98,669.23 $57,151.80 3-Oct-06 Yes Old Second Bank No.2927 110%of landscaping Caledonia-Phase 2 $1,260,271.92 $361,512.45 8-Aug-08 Yes Old Second Bank No.2968 110%of all land improvements(except landscaping) Caledonia-Phase 2 $82,027.00 $69,866.50 14-Feb-09 Yes Old Second Bank;LOC#309000356 110%of landscaping CornerstoneBriarwood $600,000.00 $139,678.41 N/A N/A Lexon Insurance Co.Bond#1010743 Earthwork&Erosion Control only Cornerstone/Brianvood $1,105,331.80 $337,898.08 N/A N/A Bond Safeguard Ins.Co.Bond#5012882 8-21-2012 Outstanding Items:General,Sanitary,Watermain,Storm&Landscaping Supplemental for balance of items Fountain Village of Yorkville $1,079,916.00 $414,538.10 5-Sep-12 Yes Standard Bank&Trust Co.LOC#11953 110%of all land improvements(Excluding build-out site improvements on Lots 1,2,4,&5) Fountain Village of Yorkville $1,244,100.00 $1,244,100.00 8-Nov-07 Yes Great American Insurance Co.:Bond#FS7763560 03.29-2010 Outstanding Items:Debris,Barricades,Curb,Signage,Striping&HC detector ramps IDOT Highway Permit bond;Permit#3-10119-06 Fountainview $209,072.00 $54,365.56 18-Jun-13 Yes Standard Bank&Trust Cc:LOC#12045 6.05.2012 Outstanding Items:General,Sanitary,Water,Storm,Paving,Lighting&Landscaping Site Development Permit LOC Fountainview $322,972.19 $322,972.19 12-Nov-15 No Safeco Insurance Company of America;Bond#285101255 IDOT Highway Permit bond;Permit#3-10829-10 Fountainview $0.001 Wool Ordinance#2011- Fox Hill-Unit 7 $234,302.50 $41,443.05 6-Dec-09 Yes Old 2nd Bank Yorkville LOC#2942 12-17-2009 Outstanding Items:Detention Basins,Conveyance fo Lot 14,Landscaping 110%of all land improvements;accepted by CC 2126/08;LOC to remain in effect until remaining punchlist issues are completed Fox Hill-Resub of Lot 1 $88,500.00 $88,500.00 O-Jan-00 0 Supplements Provena/Dreyer bond for balance of sitework;not received yet Grande Reserve $3,049,410.93 $668,679.58 10-Oct-05 Yes LaSalle Bank:No.5559532 Mass grading and erosion/sediment control(1146-16 only) Status? Grande Reserve-Regional Park $524,337.00 $71,500.50 18-Jul-06 No LaSalle Bank LOC#5582610 Site development permit bond Status Grande Reserve-Units 5,14-15,18,20-23,25-27 $50,000.00 $50,000.00 15-Feb-12 Yes Platte River Insurance Company Bond#41239268 Final inspections,Pasq.Builders;replaces LaSalle Bank LOC#S594419,5587490,S596285,S594418,&S596850,replaces Bank of America LOC#S604197 Grande Reserve-Units 4&6 $50,000.00 $50,000.00 20-Feb-09 Yes Bond Safeguard Insurance Co.Bond#5021306 Kensington Homes bond for final inspections,various lots in units 4&6 (Replaces 5021603 recorded incorrectly)-Status 11-09-2011 Outstanding Items:General,Outfall Storm Sewer,Storm Sewer,Sanitary,Water, Grande Reserve-Unit 12 $209,211.73 $31,689.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239269 Roadway&Landscaping Site Development permit LOC-partial(Unit 12&Pond 8N only),replaces Bank of America LOC#5585960 Grande Reserve-Units 12,13,&19a $274,074.61 $37,374.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239270 Supplemental LOC for Site Dev.Permit;(110%of outfall storm sewer),replaces Bank of America LOC#S587587 Grande Reserve-Unit 13&19a $252,514.14 $41,688.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239271 Site Development permit LOC-partial(Model areas only),replaces Bank of America LOC#S585959 Grande Reserve-Unit 12 $542,403.78 $136,524.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239272 Supplemental LOC for 110%of remaining land improvements,replaces Bank of America LOC#5587890 11-9-2011 Outstanding Items:General,Storm Sewer,Sanitary Sewer,Water,Roadway& Grande Reserve-Unit 13 $875,399.14 $210,662.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239274 Landscaping 110%of landscape improvements(grading covered by N3/N5 model areas),replaces Bank of America LOC#5587891 Grande Reserve-Unit 13 $47,250.00 $31,500.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239275 Final Inspections,Pasq.Builders,Unit 13,replaces Bank of America LOC#5594168 Grande Reserve-Units 14,18,19b,&25 $687,110.68 $141,393.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239276 110%earthwork&erosion control,replaces Bank of America LOC#5590245 Grande Reserve-Unit 14 $568,594.00 $160,449.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239277 11-9-2011 Outstanding Items:General,Storm Sewer,Sanitary Sewer,Roadway&Landscaping 110%of sitework&landscape improvements,replaces Bank of America LOC#S591707 Grande Reserve-Units 15&22 $505,262.51 $98,430.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239278 110%of earthwork&erosion control(also covers Unit 22&outfall storm sewer),replaces Bank of America LOC#S590244 11-9-2011 Outstanding Items:General,Storm Sewer,Sanitary Sewer,Water,Roadway& Grande Reserve-Unit 15 $1,123,923.00 $264,213.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239279 Landscaping 110%of sitework&landscape improvements,replaces Bank of America LOC#5591705 Grande Reserve-Unit 19 $33,003.30 $33,003.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239280 11-9-2011 Outstanding Items:General,Storm Sewer,Roadway&Landscaping 110%of landscape improvements,replaces Bank of America LOC#S591366 11-9-2011 Outstanding Items:General,Storm Sewer,Sanitary Sewer,Water,Roadway& Grande Reserve-Unit 20 $1,624,467.73 $415,258.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239281 Landscaping Sitework&landscaping(Site Development covered by Unit 12),replaces Bank of America LOC#S591367 11-9.2011 Outstanding Items:General,Storm Sewer,Sanitary Sewer,Water,Roadway& Grande Reserve-Unit 22 $407,404.75 $155,634.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239282 Landscaping 110%of land improvements excluding earthwork&erosion control,replaces Bank of America LOC#S598664 Grande Reserve-Units 23,26,&27 $932,703.75 $100,000.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239283 11-9.2011(Unit 26)Outstanding Items:General&Strom Sewer Site Development Permit LOC,replaces Bank of America LOC#5590433 11-9-2011 Outstanding Items:General,Storm Sewer,Sanitary Sewer,Water,Roadway& Grande Reserve-Unit 23 $3,434,369.52 $660,794.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239284 Landscaping 110%of land improvements excluding earthwork,erosion control,&landscaping,replaces Bank of America LOC#8594383 Grande Reserve-Unit 23 $837,036.20 $783,770.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239285 110%of landscaping,replaces Bank of America LOC#S594384 Grande Reserve-Units 20&21 $128,926.05 $25,075.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239286 11-9-2011(Unit 21)Outstanding Items:General,Storm Sewer&Sanitary Sewer Site Development Permit LOC,replaces Bank of America LOC#5590434 Grande Reserve-Unit 12 $21,000.00 $21,000.00 15-Feb-14 Yes Platte River Insurance Company Bond#41239273 Houseline Bond,Replaces Bank of America LOC#S594295;BOA LOC#S594295 Not Previously On This Spreadsheet Kendall Marketplace $250,000.00 $250,000.00 28-Oct-10 Yes Bank of America;LOC#3100716 11-21-2009(Commercial)Outstanding Items:General&Landscaping Site development permit LOC(partial)-onsite earthwork;replaces The Private Bank LOC#069144501-LOC Pulled? Kendallwood Estates $339,080.00 $339,080.00 27-Nov-13 Yes Ist National Bank;LOC STB12200058 New LOC per Development Agreement Kleinwachter Property $2,500.00 $2,500.00 4-Oct-12 No Westfield/Ohio Farmer's Insurance Company;Bond#0046344 IDOT Highway Permit#3-10840-07-Temporary construction entrance Kleinwachter Property $226,818.90 $121,245.16 19-Oct-08 Yes Castle Bank;LOC#7000266119-900 Site Development Permit LOC Kritzberg(101 E.Center St.) $5,000.00 $5,000.00 N/A N/A The Ohio Casualty Insurance Co;Bond#3-868-103 IDOT Highway Permit bond 1 03-15-2011 Outstanding Items:Sidewalk Installment Agreement,Fees,Signage,Wheel Stops, Milazzo $30,000.00 $30,000.00 26-Jan-14 No State Farm Fire&Casualty;Bond#93BHM2021 Storm Grates IDOT Highway Permit Bond;Permit#3-11007-09 Prie Garden Sub.-Rasub of Lot 4 $348,963.14 $164,784.74 2-May-06 Yes State Bank of Illinois No.2005-12 1110%of all land improvements rie Pointe(USPS Watermain) $27,676.82 $3,774.09 31-May-07 Yes Castle Bank;LOC#7000280686-900 Hamman-regional watermain Prestwick of Yorkville-Phase 1 $1,200,000.00 $259658.65 2-Sep-06 No HomeStar Bank LOC#2005-0902 Site development permit LOC Prestwick of Yorkville-Phase 1 $3,533.75 $3,353.75 N/A N/A The Ohio Casualty Insurance Co.Bond#3-829-554 9-6.2012 Outstanding Items:General,Storm Sewer,Sanitary Sewer,Water,Roadway& IDOT Highway Permit Bond-Temp.Rt.126 entrance Prestwick of Yorkville-Phase 1 $3,702,458.77 $1,554,408.48 31-Mar-07 Yes Homestar Bank;LOC#69432050 Landscaping 110%of remaining land improvements Provena/Dreyer Medical Facility $84,848.95 $61,366.01 N/A N/A Continental Casualty Co.Bond No.929341633 09-17-2008 Outstanding Items:Detention Basin,Landscaping&Record Drawings 110%for Earthwork&Erosion control items-Leopardo Raging Waves $1,642,844.00 $100,000.00 1-May-12 Yes Comerica Bank;LOC#628335-04 12-11-2011 Outstanding Items:General,Pavement,Lighting,Storm&Landscaping 110%of land improvement except landscaping;replaces LOC#14368 Raging Waves $109,182.26 $14,888.49 27-Jun-08 Yes American Southern Ins.Co.;Bond#898815017299 IDOT highway permit bond for 2 watermain crossings;Permit#3-10724-07 Raging Waves $76,450.00 $10,425.00 1-May-09 Yes Comedca Bank;LOC#635815-04 110%of Rosenwinkel streetlighting Raging Waves $698,023.11 $698,023.11 23-May-13 No HUB International Scheers;Bond#08886773 1 11DOT highway permit-Roadway&traffic signals;Permit#3-10696-08 Raintree Village-Unit 4 $1,694,781.00 $396,809.12 9-Mar-10 Yes Bond Safeguard Insurance Co;Bond#5035420 Balance of land improvements(supplemented by SSA Bond).Bond replaces LOC#FGAC-06108. Raintree Village-Unit 5 $2,436,108.84 $503,184.11 9-Mar-10 Yes Bond Safeguard Insurance Co;Bond#5035421 110%for all items except Earthwork and Erosion Control only.Bond replaces LOC#FGAC-05167. Raintree Village-Unit 6 $2,371,091.40 $891,128.30 9-Mar-10 Yes Bond Safeguard Insurance Co;Bond#5035422 110%of land improvements.Bond replaces LOC#FGAC-06137. Raintree Village-Rt.71 Improvements $3,000.00 $3,000.00 18-Jul-08 N/A Arch Insurance Company:Bond#104125069 IDOT bond Rush-Copley-Regional Stormwater Conveyance $54,474.04 1-Oct-13 Yes Old Second Bank;LOC#60101008443 Stormwater Conveyance-Accepted 11127112 Rush-Copley Phases 1 - $85,757.52 19-Aug-13 Yes Old Second Bank;LOC#60101013369 Phase 1 stormwater retrofit Rush-Copley Phases 1A $35,822.83 28-Feb-13 Yes Old Second Bank;LOC#60101013351 Phase 1A earthwork and water/sanitary-Accepted 2/28112 Rush-Copley Phase 1 $5,000.00 $5,000.00 14-Jul-14 No Western Surety;Bond#929479574 Interim Rt.34 drainage improvements;IDOT Hwy Permit#3-11755-09 Rush-Copley Drive B $530,550.00 $530,550.00 17-Mar-16 I No JCincmatti Insurance Bond#0532851 JIDOT Highway Permit Bond#3-10717-11 Saravanos Property(Stagecoach Crossing) $213,472.60 $26,039.10 29-Apr-13 Yes First Midwest Bank No.150017273-201 110%for earthwork/erosion control 0416-2010 Outstanding Items:General,Pavement,Sanitary,Water,.Stone&Landscaping Saravanos Property(Stagecoach Crossing) $490,864.75 $193,573.88 13-Jun-13 Yes First Midwest Bank No.150017273-202 110%of remaining land improvements(excluding Route 47 improvements) Saravanos Property(Stagecoach Crossing) $525,504.70 $50,000.00 16-Aug-07 Yes Developers Surety&Indemnity Co.;Bond#718566S IDOT Highway permit bond-Route 47 Improvements Savitski Property $18,135.00 30-Jun-05 No Old Second Bank-Yorkville:LOC No.15298 Site improvements-LOC to be released,all p/I items addressed. Verizon Wireless $10,000.00 $10,000.00 n/a n/a Feceral Insurance Co Bond#82160804 225 Wheaton Ave cell tower-lease default bond Villas at the Preserve $762,214.04 $762,214.04 7-Nov-06 Yes LaSalle Bank LOC#5585845 110%of land improvements-may need to be revised Westbury Village-Unit 1(Pod 6) $1,035,000.00 $1,035,000.00 18-Oct-06 Yes American Southern Insurance Co.Bond#98815012754 Site Development Permit Bond Westbury East Village-Pod 6 $276,533.00 $276,533.00 15-Jun-07 Yes American Southern Insurance Co.Bond#898815015131 110%for sanitary sewers;Bond Called Westbury East Village-Pod 6 $333,052.00 $333,052.00 15-Jun-07 Yes American Southern Insurance Co.Bond#898815015132 110%for watermain;Bond Called Westbury East Village-Pod 6 $480,670.00 $480,670.00 15-Jun-07 Yes American Southern Insurance Co.Bond#B98815015133 110%for storm sewers;Bond Called Westbury East Village-Pod 6 $888,735.00 $888,735.00 15-Jun-07 Yes American Southern Insurance Co.Bond#B98815015134 110%for streets;Bond Called Westbury East Village-Pod 6 $73,689.00 $73,689.00 15-Jun-07 Yes American Southern Insurance Co.Bond#B98815015135 110%for street lighting;Bond Called Westbury East Village-Pod 6 $14,823.00 $14,823.00 15-Jun-07 Yes American Southern Insurance Co.Bond#B98815015136 110%for erosion control;Bond Called Westbury East Village-Pod 6 $429,379.00 $429,379.00 27-Jun-07 Yes American Southern Insurance Co.Bond#1398815015143 110%for landscaping;Bond Called Whispering Meadows-Unit 1 $646,063.44 $142,563.44 6125/1997 N/A N/A Fidelity&Deposit Co.of Maryland Bond#08778950 12-24.2009(Unit 1)Outstanding Items:General,Paving,Lighting,Signage,Sanitary,Water,Storm 110%of Landscape items;Bond Called Whispering Meadows-Unit 1 $2,521,235.09 $428,236.43 6/25/1997 N/A N/A Fidelity&Deposit Co.of Maryland Bond#08780402 &Landscaping 110%of underground,paving,and earthwork;Bond Called Whispering Meadows-Unit 2 $252,641.40 $121,727.22 6125/1997 N/A N/A Fidelity&Deposit Co.of Maryland Bond#08780403 10-02.2009(Unit 2)Outstanding Items:General,Sanitary,Water,Storm,Pavement and Sidewalks 110%of Landscape items;Bond Called Whispering Meadows-Unit 2 $3,162,992.03 $717,347.37 6/25/1997 N/A N/A Fidelity&Deposit Co.of Maryland Bond#08780401 &Landscaping 110%of underground,paving,and earthwork;Bond Called Whispering Meadows-Unit 4 $2,947,427.87 $632,599.56 6/25/1997 2-Mar-07 Yes Fidelity&Deposit Co.of Maryland Bond#08825607 12-14.2009(Unit 4)Outstanding Items:General,Sanitary,Water,Storm,Paving and Signage& 110%of all land improvements except landscaping;Bond Called Whispering Meadows-Unit 4 $313,727.701 $232,443.71 6/25/1997 2-Mar-07 Yes Fidelity&Deposit Co.of Maryland Bond#08825608 Landscaping 110%of all landscaping;Bond Called Windett Ridge $1,330,156.30 $142,937.37 6125/1997 30-May-05 N/A Gulf Insurance Group No.B21878117 05-21-2010(Areas Adjacent to Previously Accepted Roadways Only)Outstanding Items:General, 110%for Earthwork&Erosion Control only;Travelers(800)328-2189;partial acceptance by CC 12/22109;Bond Called Sanitary,Corn Ed Interceptor,Water,Storm,Pavement,Landscaping&Grading/05.20.2009(Rte. Windett Ridge $1,158,724.04 $227,700.00 6125/1997 N/A N/A Lexon Insurance Co.Bond No.1004373 47 Improvements)Outstanding Items:General,Water&Landscaping,South Pond&Trail. Supplemental bond,most work covered by SSA;Bond Safeguard Co-(615)250-3040;partial acceptance by CC 12/22109;Bond Called pYorkville nimal Care Center $5,000.00 $5,000.00 29-Apr-13 No RLI Surety;Bond#RSB4091676 01.02-2009 Notice of Completion IDOT Highway Permit Bond(sidewalk) arket Square $912,800,911 $269,426.31 23-Jul-11 1 Yes I Bank of Deerfield;LOC#532 02-15.2008(Chase Bank)Notice of Completion Supplemental LOC for 110%of remaining land improvements;replace LOC Nos.526&528 0 CIP Reviewed By: Agenda Item Number J� $ 06 Legal El NB, #7 Finance ❑ ESL -� 1836 Engineer ■ -_� City Administrator E] Tracking Number .4 City y Human Resources El� wn sw _© Community Development ❑ PW 2012-73 � Police F-1 Public Works ❑ Agenda Item Summary Memo Title: Rt 47 and Cannonball Improvements Meeting and Date: pW Committee—December 18, 2012 Synopsis: Pay Estimate Approval Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Consideration of Approval Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: December 10, 2012 Mr. Bart Olson City Administrator United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Engineer's Payment Estimate No. 1 Cannonball Trail and Illinois Route 47 United City of Yorkville Kendall County, Illinois Mr. Olson: This is to certify that work in the amount of $7,794.67 for the Cannonball Trail and Illinois Route 47 Intersection Improvements is due to Geneva Construction Company, P.O. Box 998, Aurora, IL 60507, in accordance with HR Green's pay estimate referenced above and attached hereto. Also enclosed is a copy of the invoice, certified pay-roll, and waiver of lien submitted to us by Geneva Construction Company. If you have any questions or require additional information, please call. Respectfully submitted, ENGINEERING ENTERPRISES, INC. Bradley P. Sanderson, P.E. Vice President BPS/swm Enclosures PC: Ms. Krysti Barksdale-Noble, Community Development Director Mr. Eric Dhuse, Director of Public Works Ms. Lisa Pickering, Deputy Clerk Mr. Rob Frederickson, Finance Director JWF, EEI WILKYWAY\EEI_Sto rag e\Dots\Public\YorkviI le\201 1\Y01 129-D Cannonball and Route 47 Improvements\Dots\lpayest01.doc Road,52 Wheeler Sugar Grove, 60554 • 1 466-6700 • 1 466-6701 fax — www.eeiw'• • "ORIGINAL" Project No.:_I 11 a q - P HRGreen November 27, 2012 Ms. Julie Morrison Project Manager Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 RE: Cannonball Trail and Illinois Route 47 Geneva Construction–Pay Estimate No. 1 HRG Job No.: 88110035 Dear Ms. Morrison: Attached you will find the first pay estimate for the Cannonball Trail and Illinois Route 47 Intersection Improvements. This covers initial mobilization and tree removal completed in order to facilitate utility relocation work. The net amount due reflects a 10% retainage withholding. Original Contract Amount: $ 895,247.94 Pay Estimate#1: $ 8,660.75 Net Amount Due: $ 7,794.67 We recommend that the United City of Yorkville approve and make payment to Geneva Construction in the amount of$7,794.67. If you have any questions or require any additional information, please call. I can be reached at (630) 553-7560. Sincerely, HR Green, Inc. —*K� 1 Matt Hanegmon Field Technician II MJH/sab Attachment \\hrgyvnas\Data\88110035\Construction\Pay Request\Itr-112712-Pay Estimate No 1.doc i 630.553.7560 630.553.7646 800.728.7805 651 Prairie Pointe Drive,Suite 201,Yorkville,Illinois 60560 Project Name: Cannonball Trail&IL 47 Proj.No.: 88110035 Estimate Number. #1 /DOT Permit#: 3-10399-07 Payable To: Geneva Construction Address: P.O.Box 998 Aurora,IL 60507 Awarded Contract Amount. $895,247.94 Current Contract Amount: $895,247.94 For Work As Of 11/20/12 Payment#1 Item No. Item I Orig. Unit Add or Revised Unit Total Total To Date Balance 11120112 Quan. Deduct Quan. Price Price Quan. Work Quan. Work Quan. Work 1 Tree Removal 6.15 28.0 Unit 28.0 525.50 5714.00 10.0 $255.00 18.0 $459.00 10.00 $255.00 2 Tree Removal Over 15 66.0 Unit 66.0 $25.50 $1,683.00 166.5 $4,245.75 (100.5) ($2,562.75) 166.50 $4,245.75 3 Earth Excavation 501.0 CU YD 501.0 $25.00 $12,525.00 0.0 $000 501.0 $12,525.00 0.00 $0.00 4 Furnished Excavation 987.0 CU YD 987.0 $20.00 $19,740.00 0.0 $0.00 987.0 $19,740.00 0.00 $0.00 5 Trench Backfill 2640 CU YD 264.0 $32.00 $8,448.00 0.0 $000 264.0 $8,448.00 0.00 $0.00 6 Topsoil F&P 4 6,0390 SQ YD 6,039.0 $300 $18,117.00 0.0 $0.00 6039.0 $18,117.00 0.00 $0.00 7 Seeding CL 2A 1 0 ACRE 1.0 $2,50000 $2,50000 00 $0.00 1.0 $2,500.00 0.00 $0.00 8 Nitrogen Fert Nutr 113.0 POUND 113.0 $3.00 $339.00 0.0 $0.00 113.0 $339.00 0.00 $0.00 9 Phosphorus Fert Nutr 1130 POUND 1130 $300 $339.00 00 $0.00 113.0 $339.00 0.00 $0.00 10 Potassium Fert Nutr 113.0 POUND 113.0 $3.00 $339.00 0.0 $0.00 113.0 $339.00 0.00 $0.00 11 Erosion Control Blanket 220 SQ YD 22.0 $7.00 $154.00 0.0 $0.00 22.0 $154.00 0.00 $0.00 12 Temp Ditch Checks 5.0 EA 5.0 $175.00 $875.00 0.0 $0.00 5.0 $875.00 000 $0.00 13 Perimeter Eros Bar 3,339.0 FOOT 3,339.0 $1.75 $5,84325 0.0 $0.00 3339.0 $5,843.25 0.00 $0-00 14 Inlet&Pipe Protect 12.0 EACH 12.0 $120.00 $1,440.00 0.0 $0.00 12.0 $1,440.00 0.00 $0.00 15 Inlet Filters 180 EACH 18.0 $125.00 $2,250,00 00 $0.00 18.0 $2,250.00 0:00 $000 16 Stone Dump Rip CL A3 56,0 SQ YD 56.0 $50.00 $2,800.00 0.0 $0.00 560 $2,800.00 0.00 $0.00 17 Filter Fabric for use with RipRap 56,0 SQ YD 56.0 $4.00 $224.00 0.0 $0.00 560 $224.00 000 $000 18 Sub Gran Mat B 12 4,752.0 SQ YD 4,752.0 $11.00 $52,272.00 0.0 $0.00 4752.0 $52,272.00 000 $0.00 19 HMA Base Cse 7/" 2,021 0 TON 2,021 0 $55.00 $111,155.00 0.0 $0.00 2021.0 $111,155.00 0.00 $0.00 20 Bit Matls Pr Ct 2,523.0 GAL 2,523.0 $0.01 $25.23 0.0 $0.00 2523.0 $25.23 0.00 $0.00 21 Agg Pr Ct 23.0 TON 23.0 $1.00 $23.00 0.0 $0.00 230 $23.00 0.00 $0.00 22 HMA Surf Rem Butt Jt 788.0 'SQ YD 788.0 $5.00 $3,940.00 0.0 $0.00 788.0 $3,940.00 0.00 $0.00 23 HMA BC IL-19 0 N70 947.0 TON 947.0 $57.00 $53,979.00 0.0 $0.00 947.0 $53,979.00 0.00 $0.00 24 HMA SC"D"N70 792.0 TON 792.0 $69.00 $54,648.00 0.0 $0.00 792.0 $54,648.00 0.00 $0.00 25 PC Conc Sidewalk 5 582.0 SQ FT 582.0 $5.50 $3,201.00 0.0 $0.00 582.0 $3,201.00 0.00 $0.00 26 Detectable Warnings 90.0 SQ FT 90.0 $18.00 $1,620.00 0.0 $0.00 90.0 $1,620.00 0.00' $0.00 27 Pavement Removal 4,117.0 SQ YD 4,117.0 $500 $20,585.00 0.0 $0.00 4117.0 $20,58500 0.00 $0.00 28 Driveway Pavement Removal 248.0 SQ YD 248.0 $2.50 $620.00 0.0 $0.00 248.0 $620.00 0.00 $0.00 29 HMA Surf Rem 1/" 2,185.0 SQ YD 2,185.0 $3.25 $7,101.25 0.0 $0.00 2185.0 $7,101.25 0.00 $0.00 30 Comb Curb Gutter Removal 4490 FOOT 449.0 $3.00 $1,347.00 0.0 $0.00 449.0 $1,347.00 0.00 $0.00 31 Paved Shoulder Removal 560 SQ YD 56.0 $5.00 $280.00 0.0 $0.00 56.0 $280,00 0.00 $0.00 32 CL D Patch T2 4 71.0 SQ YD 71.0 $40.00 $2,840.00 0.0 $0.00 71.0 $2,840.00 0.00 $0.00 33 Strip Reflective Crack Control 1,6580 FOOT 1,6580 $2.05 $3,398.90 0.0 $0.00 1658.0 $3,398.90 0.00 $0,00 34 Aggregate Shoulders B 6 458.0 SQ YD 458.0 $11.50 $5,267.00 0.0 $0.00 458.0 $5,267.00 0.00 $0.00 35 Pipe Culvert Removal 21 0 FOOT 21.0 $15.00 $315.00 00 $000 21.0 $315.00 0.00 $0.00 36 P Culvert Cl A 1 12 51 0 FOOT 51.0 $25.00 $1,275.00 0.0 $0.00 51.0 $1,275.00 0.00 $0.00 37 Prc Flar End Sec 12 60 EACH 60 $800.00 $4,800.00 0.0 $0.00 60 $4,800.00 0.00 $0.00 38 Prc Flar End Sec 24 1 0 EACH 1.0 $1,000.00 $1,000.00 0.0 $0.00 1.0 $1,000.00 0.00 $0.00 39 Grating C Fl End S 24 1.0 EACH 1.0 $500.00 $500.00 0.0 $0.00 1.0 $500.00 0.00 $0.00 40 Storm Sewer Cl A 1 12 199.0 FOOT 199.0 $22.00 $4,378.00 0.0 $0.00 199.0 $4,378.00 0.00 $0.00 41 Storm Sewer Cl A 1 15 481 0 FOOT 481.0 $24.00 $11,544.00 00 $0.00 481 0 $11,544.00 000 $0.00 42 Storm Sewer CIA 1 18 122.0 FOOT 122.0 $28.00 $3,416.00 0.0 $0.00 122.0 $3,416.00 0.00 $0.00 43 Storm Sewer Cl A 1 24 1070 FOOT 107.0 $36.00 $3,852.00 0.0 $0.00 107.0 $3,852.00 0.00 $000 44 Storm Sewer Cl A 1 30 2020 FOOT 202.0 $60.00 $12,120.00 0.0 $0.00 202.0 $12,120.00 0,00 $0.00 45 Storm Sewer Rem 12 1300 FOOT 130.0 $10.00 $1,300.00 0.0 $0.00 1300 $1,300.00 0,00 $000 46 Storm Sewer Rem 24 60.0 FOOT 60.0 $15.00 $900.00 0.0 $0.00 60.0 $900.00 0:00 $0.00 47 CB TA 4 Dia T8G 1 0 EACH 1.0 $2,200.00 $2,200.00 0.0 $0.00 1 0 $2,200.00 0.00 $0.00 48 Man TA 4 Dia T3 F&G 1.0 1 EACH 1.0 $2,100.00 $2,100.00 0.0 $0.00 1.0 $2,100.00 0.00 $0.00 49 Man TA 4 Dia T8G 30 EACH 30 $2,000.00 $6,00000 0.0 $0.00 10 $6,000.00 0.00 $0.00 50 Man TA 4 Dia T11 F&G 4.0 EACH 4.0 $2,200 00 $8,800.00 0.0 $0.00 4.0 $8,800.00 0,001 $0.00 Page 1 of 3 Payment#1 item No. Item orig. Unit Add or Revised Unit Total Total To Date Balance 11120112 Quan. Deduct Quan. 1 Price Price Quan. Work Quan. Work Quan. Work 51 Man TA 5 Dia T8G 1 0 EACH 1.0 $2,20000 $2,200.00 00 $0.00 1.0 $2,200.00 000 $0.00 52 Man TA 6 Dia T8G 3.0 EACH 3.0 $3,000.00 $9,000.00 0.0 $0.00 3.0 $9,000.00 0.00 $0.00 53 Inlets TA T3F&G 1 0 EACH 1.0 $95000 $950.00 0.0 $0.00 1.0 $950.00 0.00 $0.00 54 Inlets TA T11 F&G 4.0 EACH 4.0 $1,000.00 $4,000.00 0.0 $0.00 4.0 $4,000.00 0.00 $0.00 55 Gutter Outlet Spl 5.0 EACH 5.0 $300-00 $1,500.00 0.0 $0.00 5.0 $1,500.00 0.00 $0.00 56 Comb CC&G TB6.12(Special) 1,536.0 FOOT 1,536.0 $16.50 $25,344.00 0.0 $0.00 1536.0 $25,344.00 0.00 $0.00 57 Comb CC&G TB6 24(Special) 4800 FOOT 480.0 $2200 $10,56000 0.0 $0.00 480.0 $10,560.00 0.00 $0.00 58 Mobilization 1.0 L SUM 1.0 $52,000.00 $52,000.00 0.1 $4,160.00 0.9 $47,840.00 0.08 $4,160.00 59 Changeable Message Sign 60 CAL MO 6.0 $900.00 $5,400.00 00 $0.00 6.0 $5,400.00 0.00 $0.00 60 Short Term Pavement Marking 1,116.0 FOOT 1,116.0 $050 $558.00 0.0 $0.00 1116.0 $558.00 0.00 $0.00 61 Pavt Mark Tape T3 4 12,268 0 FOOT 12,268.0 $082 $10,059.76 00 $0.00 12268.0 $10,059.76 0.00 $0.00 62 Pavt Mark Tape T3 24 31.0 FOOT 31.0 $5.00 $155.00 0.0 $0.00 31.0 $155.00 0.00 $0.00 63 Sign Panel T1 200 SO FT 20.0 $2400 $480.00 00 $0.00 20.0 $480.00 0.00 $0.00 64 Sign Panel T2 60.0 SQ FT 60.0 $37.00 $2,220.00 0.0 $0.00 60.0 $2,220.00 0.00 $0.00 65 Thermoplastic Pavt.Letter&Symbol 219.0 SO FT 219.0 $500 $1,095.00 0.0 $0.00 219.0 $1,095.00 0.00 $0.00 66 Thermoplastic Pavt Marking Line 4 6,928 D FOOT 6,928.0 $0.60 $4,156.80 0.0 $0.00 6928.0 $4,156.80 0.00 $0.00 67 Thermoplastic Pavt Marking Line 6 562.0 FOOT 562.0 $1 08 $60696 0.0 $0.00 562.0 $606.96 0.00 $0.00 68 Thermoplastic Pavt.Marking Line 8 936.0 FOOT 936.0 $1.40 $1,310.40 0.0 $0.00 936.0 $1,310.40 0100 $0.00 69 Thermoplastic Pavt Marking Line 12 270.0 FOOT -2700 $2.17 $585.90 0.0 $0,00 2700 $585.90 0.00 $0.00 70 Thermoplastic Pavt,Marking Line 24 145.0 FOOT 145.0 $500 $725.00 0.0 $0.00 145.0 $725.00 0.00 $0.00 71 Raised Reflective Pavement Marker 21,0 EACH 21.0 $7000 $1,47000 0.0 $0.00 21 0 $1,470.00 000 $0.00 72 Pavement Marking Removal 4,650.0 FOOT 4,650.0 $025 $1,162.50 0.0 $0.00 4650.0 $1,162.50 000 $0.00 73 Raised Reflective Pavt.Marker Removal 21.0 EACH 21.0 $1000 $210.00 0.0 $0.00 21.0 $210.00 0-00 $000 74 Con T 2 Galva 987.0 FOOT 987.0 $399 $3,938.13 0.0 $0.00 987.0 $3,938.13 0.00 $0.00 75 Con T 2%Galvs 1200 FOOT 120.0 $640 $768.00 0.0 $0.00 120.0 $768.00 0.00 $0.00 76 Con T 4 Galvs 30.0 FOOT 30.0 $9.10 $273.00 0.0 $0.00 30.0 $273.00 0.00 $000 77 Con P 2 Galvs 16 0 FOOT 16.0 $2372 $37952 0.0 $000 16.0 $379.52 0.00 $0.00 78 Con P 4 Galvs 2780 FOOT 278.0 $23.89 $6,641.42 0.0 $0.00 278.0 $6,641.42 0.00 $0.00 79 Handhole PCC 7.0 EACH 7.0 $1,26500 $8,85500 0.0 $0.00 7.0 $8,85500 0.00 $0.00 80 HD Handhole PCC 1.0 EACH 1.0 $1,367.00 $1,367.00 0.0 $0.00 1.0 $1,367.00 0.00 $0.00 81 Dbl Handhole PCC 1 0 EACH 1.0 $2,42000 $2,420.00 OA $0.00 1.0 $2,42000 0.00 $0.00 82 Trench&Backfill for Electric Work 1,132.0 FOOT 1,132.0 $2.99 $3,384.68 0.0 $0.00 1132.0 $3,384.68 0.00 $0.00 83 EC C XLP Use 3-1 C 10 925.0 FOOT 9250 $213 $1,970.25 00 $0-00 925.0 $1,970.25 000 $0.00 84 Lum SV Hor MT 250W 40 EACH 4.0 $454.54 $1,818.16 0.0 $0.00 4.0 $1,818.16 000 $0.00 85 FAC T4 Cab 1.0 EACH 1.0 $27,899.00 $27,899.00 0.0 $0-00 1.0 $27,899.00 0.00 $0.00 86 Uninter Power Sup Ext 1.0 EACH 1.0 $7,632.00 $7,632.00 0.0 $0.00 1.0 $7,632.00 0.00 $0.00 87 ELCBL C 20 3C TW SH 4230 FOOT 423.0 $0.58 $245.34 0.0 $0.00 423.0 $245.34 0.00 $0.00 88 ELCBL C SIGNAL 14 2C 2,203.0 FOOT 2,203.0 $0.57 $1,255.71 0.0 $0.00 2203.0 $1,255.71 0.00 $0.00 69 ELCBL C SIGNAL 14 3C 1,732.0 FOOT 1,732.0 $0.66 $1,143.12 0.0 $0.00 1732.0 $1,143.12 0.00 $0.00 90 ELCBL C SIGNAL 14 5C 1,013.0 FOOT 1,013.0 $0.87 $881.31 0.0 $0.00 1013.0 $881.31 0.00 $0.00 91 ELCBL C SIGNAL 14 7C 2,509.0 FOOT 2,509.0 $1.11 $2,784.99 0.0 $0.00 2509.0 $2,784.99 0,00 $0.00 92 ELCBL C LEAD 14 1 PR 2,562.0 FOOT 2,562.0 $1.03 $2,638.86 0.0 $0.00 2562.0 $2,638.86 0.00 $0.00 93 ELCBL C SERV 6 2C 220 FOOT 22.0 $3.88 $85.36 0.0 $0.00 22.0 $85.36 000 $0.00 94 ELCBL C EGRDC 6 1C 4870 FOOT 487.0 $1.52 $740.24 0.0 $0.00 487.0 $740.24 0.00 $0.00 95 TS POST GALVS 10 1.0 EACH 1-0 $941.00 $941.00 00 $0.00 1.0 $941.00 0.00' $0.00 96 TS POST GALVS 16 40 EACH 4.0 $1,111 00 $4,444.00 0.0 $0.00 4.0 $4,444.00 0.00 $0.00 97 STL COMB MAA&P 46 20 EACH 2.0 $7,802.00 $15,604.00 0.0 $0.00 2.0 $15,604.00 0.00 $0.00 98 STL COMB MAA&P 48 1.0 EACH 1.0 $7,867.00 $7,867.00 0.0 $0.00 1.0 $7,867.00 0.00 $0.00 99 STL COMB MAA&P 52 1 0 EACH 1.0 $8,78300 $8,78300 0.0 $0.00 1.0 $8,783.00 000 $000 100 Conc Fdn Ty A 20.0 FOOT 20.0 $208.00 $4,160.00 0.0 $0.00 20.0 $4,160.00 0.00 $0.00 101 Conc Fdn Ty C 40 FOOT 4.0 $311.00 $1,244.00 0.0 $0.00 4.0 $1,244.00 000 $0.00 102 Conc Fdn Ty E 36D 840 FOOT 84.0 $203.00 $17,052.00 0.0 $0.00 84.0 $17,052.00 0.00 $0.00 103 Drill Existing Handhole 1.0 EACH 1.0 $27700 $277.00 0.0 $0.00 1.0 $277,00 000 $0.00 104 SH P LED IF 3S BM 1.0 EACH 1.0 $760.00 $760.00 0.0 $0.00 1.0 $760.00 0.00 $0.00 105 SH P LED IF 3S MAM 40 EACH 4.0 $811.00 $3,244.00 0-0 $0-00 4.0 $3,244.00 000 $0.00 106 SH P LED IF 5S BM 6.0 EACH 6.0 $1,147.00 $6,882.00 0.0 $0.00 6.0 $6,882.00 0.00 $0.00 107 SH P LED IF 5s MAM 6.0 EACH 6.0 $1,215.00 $7,290.00 0.0 $0.00 6.0 $7,290.00 000 $000 108 PED SH P LED 1F BM CT So EACH 8.0 $732.00 $5,856.00 0.0 $0.00 8.0 $5,856.00 000 $0.00 Page 2 of 3 Payment#1 Item No. Item Ong. Unit Add or Revised Unit Total Total To Date Salance 11120112 Quan. Deduct_ Quan. Price Price Quan. Work Quan. Work Quan. Work 109 TS Backplate L F Plastic 15.0 EACH 150 $148.00 $2,22000 0.0 $0.00 15.0 $2,220.00 0.00 $0.00 110 Inductive Loop Detect 12.0 EACH 12.0 $195.00 $2,340.00 0.0 $0.00 12.0 $2,340.00 0.00 $0.00 111 Detector Loop T1 1,631.0 FOOT 1,631.0 $15.96 $26,030.76 0.0 $0.00 1631-0 $26,030.76 0.00 $0.00 112 Light Detector 2.0 EACH 2.0 $1,04400 $2,088.00 0.0 $0.00 2.0 $2,088.00 0.00 $0.00 113 Light Detector Amp 1.0 EACH 1.0 $2,074.00 $2,074.00 0.0 $0.00 1.0 $2,074.00 0.00 $000 114 PIED Push-Button 8.0 EACH 8.0 $271.00 $2,168.00 0.0 $0.00 8.0 $2,168.00 0.00 $0.00 115 Temp Traffic Signal Install - 1 0 EACH 1.0 $32,57600 $32,576.00 0.0 $0.00 1.0 $32,576.00 0.00 $0.00 116 Remove Exist TS Equipment 1.0 EACH 1.0 $3.20200 $3,202.00 0.0 $0.00 1.0 $3,202.00 0.00 $0.00 117 Remove Exist Handhole 7.0 EACH 7.0 $346.00 $2,422.00 0.0 $0.00 7.0 $2,422.00 000 $0.00 118 Remove Exist Conc Foundaion 7.0 EACH 7.0 $36500 $2,555.00 0.0 $0.00 7.0 $2,555.00 0.00 $0.00 119 Temp Access-Private Entrance 6.0 EACH 6.0 $18272 $1,096.32 0.0 $0.00 6.0 $1,096.32 0.00 $0.00 120 Temp Access-Commercial Entrance 1.0 EACH 1.0 $548.16 $548.16 0.0 $0.00 1.0 $548.16 0.00 $0.00 121 Temp Access-Road 1 0 EACH 1 0 $548.16 $548.16 0.0 $000 1.0 $548.16 0.00 $0.00 122 Traffic Control&Protection(Special) 1.0 L SUM 1.0 $32,650.00 $32,650.00 0.0 $0.00 1.0 $32,650.00 0.00 $0.00 123 Service Installation-Pole 1.0 EACH 1 0 $1,226.00 $1,226.00 0.0 $0.00 1.0 $1,226.00 0.00 $0.00 124 Flared End Section Removal 20 EACH 2.0 $300.00 $600.00 0.0 $0.00 2.0 $600.00 0.00 $0.00 125 Bituminous Driveway Pavement 3" 1780 SQ YD 178.0 $2500 $4,450.00 0.0 $0.00 178.0 $4,450.00 000 $0.00 126 Bituminous Driveway Removal 233.0 SQ YD 233.0 $2.50 $582.50 0.0 $0.00 233.0 $582.50 0.00 $0.00 127 Construction Layout 1.0 L SUM 1.0 $6,500.00 $6,500.00 0.0 $0.00 1.0 $6,500.00 0.00 $0.00 128 Bike Trail Pavement 352.0 SQ FT 352.0 $7.00 $2,464.00 0.0 $0.00 352.0 $2,464.00 0.00 $0.00 129 Traffic Control Surveillance 10.0 CAL DA 10.0 $450.00 $4.500.00 0.0 $0.00 10.0 $4.500,00 0,00 $000 Total Work Completed: _ $8,660.75 $886,587.19 $8,660.75 Reccommended: Date: 11/_20/2012 NN OJECi ENG netti_ Less Retainage(10%): $866.08 $866.08 Concur: Date: Total Payment Due: $7,794.67 $7,794.67 CONTRACTOR Less Previous Payment: $0.00 Net Amount Due This Estimate: $7,794.67 $7,794.67 Page 3 of 3 Page 6 of 6 From Contractor: Geneva Construction Company Pay Invoice Date P.O.Box 998 Application Da Number Contract co 0' IL 60507 b (630)892-4357 1 11/20/2012 53456 21011 To Owner: CITY OF YORKVILLE Project: 21011 -CANNONBALL AND RT 47 800 GAME FARM ROAD Cust#:48700 YORKVILLE,IL 60560 Billing Summary for Contract 21011 Current To Date Total Completed: 8,660.75 8,660.75 Stored Material To Date: 0.00 0.00 Sales Tax: 0.00 0.00 Less Retainage: @10.0000% 866.08 866.08 Balance: 7,794.67 7,794.67 Less Previous Payments: 0.00 Less Back Charges: Total Due This Invoice: 7,794.67 7,794.67 PLEASE BE ADVISED: • WHEN AN INVOICE REACHES 60 DAYS AND PAYMENT IS NOT RECEIVED,AN INTENT TO LIEN WILL BE SENT • SUBJECT TO A SERVICE CHARGE OF 1.5%PER MONTH ON ALL OVERDUE BALANCES • TERMS:Net30 Page 1 of 6 From Contractor. Geneva Construction Company pay Invoice C� P.O.Box 998 Application Date Number Contract co AURORA,IL 60507 - ��/ G� (630)892-4357 1 11/20/2012 53456 21011 To Owner: CITY OF YORKVILLE Project: 21011 -CANNONBALL AND RT 47 800 GAME FARM ROAD Cust#:48700 YORKVILLE,IL 60560 Estimated Previous Current To Date Unit Current To Date Item Description UOM Quantity Quantity Quantity Quantity Price Amount Amount 1 TREE REMOVAL 6-15 UNIT 28.00 0.00 10.00 10.00 25.50 255.00 255.00 2 TREE REMOVAL OVER 15 UNIT 66.00 0.00 166.50 166.50 25.50 4,245.75 4,245.75 3 EARTH EXCAVATION CY 501.00 0.00 0.00 0.00 25.00 0.00 0.00 4 FURNISHED EXCAVATION CY 987.00 0.00 0.00 0.00 20.00 0.00 0.00 5 TRENCH BACKFILL CY 264.00 0.00 0.00 0.00 32.00 0.00 0.00 6 TOPSOIL F&P 4" SY 6,039.00 0.00 0.00 0.00 3.00 0.00 0.00 7 SEEDING CLASSS 2A ACRE 1.00 0.00 0.00 0.00 2,500.00 0.00 0.00 8 NITROGEN FERTILIZER NUTRIENT LB 113.00 0.00 0.00 0.00 3.00 0.00 0.00 9 PHOSPHOROUS FERTILIZER NUTRIENT LB 113.00 0.00 0.00 0.00 3.00 0.00 0.00 10 POTASIUM FERTILIZER NUTRIENT LB 113.00 0.00 0.00 0.00 3.00 0.00 0.00 1 I EROSION CONTROL BLANKET SY 22.00 0.00 0.00 0.00 7.00 0.00 0.00 12 TEMP DIFFCH CHECKS EA 5.00 0.00 0.00 0.00 175.00 0.00 0.00 13 PERIMETER EROSION BARRIER FT 3,339.00 0.00 0.00 0.00 1.75 0.00 0.00 14 INLET AND PIPE PROTECTION EA 12.00 0.00 0.00 0.00 120.00 0.00 0.00 15 INLET FILTERS EA 18.00 0.00 0.00 0.00 125.00 0.00 0.00 16 STONE DUMP RIP RAP CL A3 SY 56.00 0.00 0.00 0.00 50.00 0.00 0.00 17 FILTER FABRIC FOR USE WITH RIP RAP SY 56.00 0.00 0.00 0.00 4.00 0.00 0.00 18 SUB BASE GRANULAR MATERIAL A 12" SY 4,752.00 0.00 0.00 0.00 11.00 0.00 0.00 19 HMA BASE COURSE 7 1/2" TON 2,021.00 0.00 0.00 0.00 55.00 0.00 0.00 20 BITUMINOUS MATERIALS PRIME COAT GAL 2,523.00 0.00 0.00 0.00 0.01 0.00 0.00 21 AGGREGATE PRIME COAT TON 23.00 0.00 0.00 0.00 1.00 0.00 0.00 22 HMA SURFACE REMOVAL BUTT JOINT SY 788.00 0.00 0.00 0.00 5.00 0.00 0.00 23 HMA BINDER COURSE IL 19.0 N70 TON 947.00 0.00 0.00 0.00 57.00 0.00 0.00 24 HMA SURFACE COURSE MIX D N70 TON 792.00 0.00 0.00 0.00 69.00 0.00 0.00 25 PCC SIDEWALK 5" SF 582.00 0.00 0.00 0.00 5.50 0.00 0.00 26 DETECTABLE WARNINGS SF 90.00 0.00 0.00 0.00 18.00 0.00 0.00 27 PAVEMENT REMOVAL SY 4,117.00 0.00 0.00 0.00 5.00 0.00 0.00 28 DRIVEWAY PAVEMENT REMOVAL SY 248.00 0.00 0.00 0.00 2.50 0.00 0.00 --Continued on Next Page-- Page 2 of 6 From Contractor: �tAE Geneva Construction Company P.O.Box 998 Pay Date Invoice Contract co Application Number C►� Ga AURORA, IL 60507 lye, (630)892-4357 1 11/20/2012 53456 21011 To Owner: CITY OF YORKVILLE Project: 21011 -CANNONBALL AND RT 47 800 GAME FARM ROAD Cust#:48700 YORKVILLE, IL 60560 Estimated Previous Current To Date Unit Current To Date Item Description UOM Quantity Quantity Quantity Quantity Price Amount Amount 29 HMA SURFACE REMOVAL 1 1/2" SY 2,185.00 0.00 0.00 0.00 3.25 0.00 0.00 30 COMB CURB&GUTTER REMOVAL FT 449.00 0.00 0.00 0.00 3.00 0.00 0.00 31 PAVED SHOULDER REMOVAL SY 56.00 0.00 0.00 0.00 5.00 0.00 0.00 32 CLASS D PATCH TYPE 2 4" SY 71.00 0.00 0.00 0.00 40.00 0.00 0.00 33 STRIP REFLECTIVE CRACK CONTROL TREATMENT FT 1,658.00 0.00 0.00 0.00 2.05 0.00 0.00 34 AGGREGATE SHOULDERS A 6" SY 458.00 0.00 0.00 0.00 11.50 0.00 0.00 35 PIPE CULVERT REMOVAL FT 21.00 0.00 0.00 0.00 15.00 0.00 0.00 36 PIPE CULVERT CL A TYPE 1 12" FT 51.00 0.00 0.00 0.00 25.00 0.00 0.00 37 PRC FLARED END SECTION 12" EA 6.00 0.00 0.00 0.00 800.00 0.00 0.00 38 PRC FLARED END SECTION 24" EA 1.00 0.00 0.00 0.00 1,000.00 0.00 0.00 39 GRATING C FLARED END SECTION 24" EA 1.00 0.00 0.00 0.00 500.00 0.00 0.00 40 STORM SEWER CLASS A TYPE 1 12" FT 199.00 0.00 0.00 0.00 22.00 0.00 0.00 41 STORM SEWER CLASS A TYPE 1 15' FT 481.00 0.00 0.00 0.00 24.00 0.00 0.00 42 STORM SEWER CLASS A TYPE 1 18" FT 122.00 0.00 0.00 0.00 28.00 0.00 0.00 43 STORM SEWER CLASS A TYPE 124" FT 107.00 0.00 0.00 0.00 36.00 0.00 0.00 44 STORM SEWER CLASS A TYPE 130" FT 202.00 0.00 0.00 0.00 60.00 0.00 0.00 45 STORM SEWER REMOVAL 12' FT 130.00 0.00 0.00 0.00 10.00 0.00 0.00 46 STORM SEWER REMOVAL 24" FT 60.00 0.00 0.00 0.00 15.00 0.00 0.00 47 CATCH BASIN TA 4'DIA TYPE 8 GRATE EA 1.00 0.00 0.00 0.00 2,200.00 0.00 0.00 48 MANHOLE TA 4'DIA TYPE 3 F&G EA 1.00 0.00 0.00 0.00 2,100.00 0.00 0.00 49 MANHOLE TA 4'DIA TYPE 8 GRATE EA 3.00 0.00 0.00 0.00 2,000.00 0.00 0.00 50 MANHOLE TA 4'DIA TYPE 11 F&G EA 4.00 0.00 0.00 0.00 2,200.00 0.00 0.00 51 MANHOLE TA Y DIA TYPE 8 GRATE EA 1.00 0.00 0.00 0.00 2,200.00 0.00 0.00 52 MANHOLE TA 6'DIA TYPE 8 GRATE EA 3.00 0.00 0.00 0.00 3,000.00 0.00 0.00 53 INLETS TYPE A TYPE 3 F&G EA 1.00 0.00 0.00 0.00 950.00 0.00 0.00 54 INLETS TYPE A TYPE 11 F&G EA 4.00 0.00 0.00 0.00 1,000.00 0.00 0.00 55 GUTTER OUTLET SPECIAL EA 5.00 0.00 0.00 0.00 300.00 0.00 0.00 56 COMB CURB&GUTTER TYPE 136:12 SPECIAL LF 1,536.00 0.00 0.00 0.00 16.50 0.00 0.00 --Continued on Next Page-- Page 3 of 6 From Contractor g3E0,E Geneva Construction Company Pay Invoice Date Contract P.O.Box 998 Application Number AURORA,IL 60507 (630)892-4357 1 11/20/2012 53456 21011 To Owner: CITY OF YORKVILLE Project: 21011 -CANNONBALL AND RT 47 800 GAME FARM ROAD Cust#:48700 YORKVILLE, IL 60560 Estimated Previous Current To Date Unit Current To Date Item Description UOM Quantity Quantity Quantity Quantity Price Amount Amount 57 COMB CURB&GUTTER TYPE B6:24 SPECIAL LF 480.00 0.00 0.00 0.00 22.00 0.00 0.00 58 MOBILIZATION LS 1.00 0.00 0.08 0.08 52,000.00 4,160.00 4,160.00 59 CHANGEABLE MESSAGE SIGNS NINTH 6.00 0.00 0.00 0.00 900.00 0.00 0.00 60 SHORT TERM PAVEMENT MARKING FT 1,116.00 0.00 0.00 0.00 0.50 0.00 0.00 61 PAVEMENT MARKING TAPE TYPE 3 4" FT 12,268.00 0.00 0.00 0.00 0.82 0.00 0.00 62 PAVEMENT MARKING TAPE TYPE 3 24" FT 31.00 0.00 0.00 0.00 5.00 0.00 0.00 63 SIGN PANEL TYPE 1 SF 20.00 0.00 0.00 0.00 24.00 0.00 0.00 64 SIGN PANEL TYPE 2 SF 60.00 0.00 0.00 0.00 37.00 0.00 0.00 65 THERMOPLASTIC PAVEMENT MARKINGS L&S SF 219.00 0.00 0.00 0.00 5.00 0.00 0.00 66 THERMOPLASTIC PAVEMENT MARKINGS LINE 4" LF 6,928.00 0.00 0.00 0.00 0.60 0.00 0.00 67 THERMOPLASTIC PAVEMENT MARKINGS LINE 6" LF 562.00 0.00 0.00 0.00 1.08 0.00 0.00 68 THERMOPLASTIC PAVEMENT MARKINGS LINE 8" LF 936.00 0.00 0.00 0.00 1.40 0.00 0.00 69 THERMOPLASTIC PAVEMENT MARKINGS LINE 12" LF 270.00 0.00 0.00 0.00 2.17 0.00 0.00 70 THERMOPLASTIC PAVEMENT MARKINGS LINE 24" FT 145.00 0.00 0.00 0.00 5.00 0.00 0.00 71 RAISED REFLECTIVE PAVEMENT MARKER EA 21.00 0.00 0.00 0.00 70.00 0.00 0.00 72 PAVEMENT MARKING REMOVAL FT 4,650.00 0.00 0.00 0.00 0.25 0.00 0.00 73 RAISED REFLECTIVE PAVEMENT MARKER REMOVA EA 21.00 0.00 0.00 0.00 10.00 0.00 0.00 74 CONDUIT TRENCH 2"GALVANIZED FT 987.00 0.00 0.00 0.00 3.99 0.00 0.00 75 CONDUIT TRENCH 2 1%2"GLAVANIZED FT 120.00 0.00 0.00 0.00 6.40 0.00 0.00 76 CONDUIT TRENCH 4"GALVANIZED FT 30.00 0.00 0.00 0.00 9.10 0.00 0.00 77 CONDUIT PUSHED 2"GALVANIZED FT 16.00 0.00 0.00 0.00 23.72 0.00 0.00 78 CONDUIT PUSHED 4"GALVANIZED FT 278.00 0.00 0.00 0.00 23.89 0.00 0.00 79 HANDHOLE PCC EA 7.00 0.00 0.00 0.00 1,265.00 0.00 0.00 80 HEAVY DUTY HANDHOLE PCC EA 1.00 0.00 0.00 0.00 1,367.00 0.00 0.00 81 DOUBLE HANDHOLE PCC EA 1.00 0.00 0.00 0.00 2,420.00 0.00 0.00 82 TRENCH AND BACKFILL FOR ELECTRICAL WORK FT 1,132.00 0.00 0.00 0.00 2.99 0.00 0.00 83 ELEC CABLE C XLP USE 3-1C 10 FT 925.00 0.00 0.00 0.00 2.13 0.00 0.00 84 LUMINARE SODIUM VAPOR HOR MOUNT 250W EA 4.00 0.00 0.00 0.00 454.54 0.00 0.00 --Continued on Next Page-- Page 4 of 6 From Contractor: gs"o;'o, Geneva Constr uction Company pay Invoice Date Contract P.O.Box 998 Application Number AURORA, IL 60507 (630)892-4357 1 11/20/2012 53456 21011 To Owner: CITY OF YORKVILLE Project: 21011 -CANNONBALL AND RT 47 800 GAME FARM ROAD Cust#:48700 YORKVILLE, IL 60560 Estimated Previous Current To Date Unit Current To Date Item Description UOM Quantity Quantity Quantity Quantity Price Amount Amount 85 FAC TYPE 4 CABINET EA 1.00 0.00 0.00 0.00 27,899.00 0.00 0.00 86 UNINTERUPTABLE POWER SUPPLY EXT EA 1.00 0.00 0.00 0.00 7,632.00 0.00 0.00 87 ELEC CABLE C 20 3C TW SH FT 423.00 0.00 0.00 0.00 0.58 0.00 0.00 88 ELEC CABLE C SIGNAL 14 2C FT 2,203.00 0.00 0.00 0.00 0.57 0.00 0.00 89 ELEC CABLE C SIGNAL 14 3C FT 1,732.00 0.00 0.00 0.00 0.66 0.00 0.00 90 ELEC CABLE C SIGNAL 14 5C FT 1,013.00 0.00 0.00 0.00 0.87 0.00 0.00 91 ELEC CABLE C SIGNAL 14 7C FT 2,509.00 0.00 0.00 0.00 1.11 0.00 0.00 92 ELEC CABLE C LEAD 14 1 PR FT 2,562.00 0.00 0.00 0.00 1.03 0.00 0.00 93 ELEC CABLE C SERVICE 6 2C FT 22.00 0.00 0.00 0.00 3.88 0.00 0.00 94 ELEC CABLE C EGRDC 6 1C FT 487.00 0.00 0.00 0.00 1.52 0.00 0.00 95 TRAF SIGNAL POST GALVANIZED 10' EA 1.00 0.00 0.00 0.00 941.00 0.00 0.00 96 TRAF SIGNAL POST GALVANIZED 16' EA 4.00 0.00 0.00 0.00 1,111.00 0.00 0.00 97 STEEL COMB MAA&P 46' EA 2.00 0.00 0.00 0.00 7,802.00 0.00 0.00 98 STEEL COMB MAA&P 48' EA 1.00 0.00 0.00 0.00 7,867.00 0.00 0.00 99 STEEL COMB MAA&P 52' EA 1.00 0.00 0.00 0.00 8,783.00 0.00 0.00 100 CONCRETE FOUNDATION TYPE A FT 20.00 0.00 0.00 0.00 208.00 0.00 0.00 101 CONCRETE FOUNDATION TYPE C FT 4.00 0.00 0.00 0.00 311.00 0.00 0.00 102 CONC FOUNDATION TYPE E 36"DIA FT 84.00 0.00 0.00 0.00 203.00 0.00 0.00 103 DRILL EXISTING HANDHOLE EA 1.00 0.00 0.00 0.00 277.00 0.00 0.00 104 SIGNAL HEAD P LED IF 3S BM EA 1.00 0.00 0.00 0.00 760.00 0.00 0.00 105 SIGNAL HEAD O LED IF 3S MAM EA 4.00 0.00 0.00 0.00 811.00 0.00 0.00 106 SIGNAL HEAD P LED IF 5S BM EA 6.00 0.00 0.00 0.00 1,147.00 0.00 0.00 107 SIGNAL HEAD P LED IF 5S MAM EA 6.00 0.00 0.00 0.00 1,215.00 0.00 0.00 108 PEDESTRIAN SIGNAL HEAD P LED IF BM CT EA 8.00 0.00 0.00 0.00 732.00 0.00 0.00 109 TRAF SIGNAL BACKPLATE L F PLASTIC EA 15.00 0.00 0.00 0.00 148.00 0.00 0.00 110 INDUCTIVE LOOP DETECTOR EA 12.00 0.00 0.00 0.00 195.00 0.00 0.00 111 DETECTOR LOOP TYPE 1 FT 1,631.00 0.00 0.00 0.00 15.96 0.00 0.00 112 LIGHT DETECTOR EA 2.00 0.00 0.00 0.00 1,044.00 0.00 0.00 --Continued on Next Page-- Page 5 of 6 From Contractor EHk Geneva Construction Company pay Invoice C? 4 Date Contract P.O.Box 998 Application Number �� AURORA, IL 60507 (630)892-4357 1 11/20/2012 53456 21011 To Owner: CITY OF YORKVILLE Project: 21011 -CANNONBALL AND RT 47 800 GAME FARM ROAD Cust#:48700 YORKVILLE,IL 60560 Estimated Previous Current To Date Unit Current To Date Item Description UOM Quantity Quantity Quantity Quantity Price Amount Amount 113 LIGHT DETECTOR AMPLIFIER EA 1.00 0.00 0.00 0.00 2,074.00 0.00 0.00 114 PEDESTRIAN PUSH BUTTON EA 8.00 0.00 0.00 0.00 271.00 0.00 0.00 115 TEMP TRAFFIC SIGNAL INSTALL EA 1.00 0.00 0.00 0.00 32,576.00 0.00 0.00 116 REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT EA 1.00 0.00 0.00 0.00 3,202.00 0.00 0.00 117 REMOVE EXISTING HANDHOLE EA 7.00 0.00 0.00 0.00 346.00 0.00 0.00 118 REMOVE EXISTING CONCRETE FOUNDATION EA 7.00 0.00 0.00 0.00 365.00 0.00 0.00 119 TEMP ACCESS PRIVATE ENTRANCE EA 6.00 0.00 0.00 0.00 182.72 0.00 0.00 120 TEMP ACCESS COMMERCIAL ENTRANCE EA 1.00 0.00 0.00 0.00 548.16 0.00 0.00 121 TEM ACCESS ROAD EA 1.00 0.00 0.00 0.00 548.16 0.00 0.00 122 TRAFFIC CONTROL&PROTECTION SPECIAL LS 1.00 0.00 0.00 0.00 32,650.00 0.00 0.00 123 SERVICE INSTALLATION POLE MOUNTED EA 1.00 0.00 0.00 0.00 1,226.00 0.00 0.00 124 FLARED END SECTION REMOVAL EA 2.00 0.00 0.00 0.00 300.00 0.00 0.00 125 BITUMINOUS DRIVEWAY PAVEMENT 3" SY 178.00 0.00 0.00 0.00 25.00 0.00 0.00 126 BITUMINOUS DRIVEWAY REMOVAL SY 233.00 0.00 0.00 0.00 2.50 0.00 0.00 127 CONSTRUCTION LAYOUT LS 1.00 0.00 0.00 0.00 6,500.00 0.00 0.00 128 BIKE TRAIL PAVEMENT SF 352.00 0.00 0.00 0.00 7.00 0.00 0.00 129 TRAFFIC CONTROL SURVEILANCE DAY 10.00 0.00 0.00 0.00 450.00 0.00 0.00 Total Base Contract 8,660.75 8,660.75 Total Contract and Change Orders 8,660.75 8,660.75 --Continued on Next Page-- Statement of Compliance Date: October 5,2012 I, Steve Piper, Secretary Do hereby state: (1) That I pay or supervise the payment of the persons employed by Steve Piper and Sons, Inc.. on the Cannonball&RT 47 Contract;that during the payroll period commencing on the 23rd day of September,2012; and ending the 29th day of September,2012 all persons employed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of said Steve Piper and Sons,Inc. from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly fi-om the full wages earned by any person,other than permissible deductions as defined in Regulations,Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended(48 Stat. 948,63 Stat. 108, 72 Stat. 967; 76 Stat. 357;4 U.S.C.276c), and described below: (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete;that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor,or if no such recognized agency exists in a State, are registered with the bureau of Apprenticeship and Training, United States Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS,OR PROGRAMS - In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees,except as noted in Section 4(c)below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH -Each laborer of mechanic listed in the above referenced payroll has been paid,as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract,except as noted in Section 4(c)below. (c)EXCEPTIONS Name and Title L. Jo row Administrative Asst. Steve Piper& Sons THE WILFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OF`UBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. - Payroll Payroll No.1 Steve Piper and Sans,Inc.=M120304 Route: Section= •Rte 47&Cannonball Trl For Week End: 9/29/12 31W320 Ramm Dr.,Naperville.IL 60564 County:Kendall Project No. Geneva Const#21011 Contract No (1) (2) -(3) (4) (5) {6) (7) (B) (9) (19) (11) Hours and Days Worked _ Deductions Net Wages Ethnic Work o Total ! Rate of Amount Total -- - 23 24 25 26 27 28 ; 29 Fed WH FICA State i Other Total Paid For Name,Address&SSN of Employee Group Classification Status p i Hours Pay Earned Earned Tax WH Tax, Reductions_ Week S 8 8 $ 3620 H Landscape J $289.60 $80000 $ 4702 $4520 $40 00 $105.10 $ 237.32 $562.68 Laborer 0 o S 8 8 $ 36.20 H Landscape $289 60 I $ 450 00 $ 29 42 $ 25 43 $22 50 $ 38.64 $ 115.99 $334.01 Laborer O o S 8 8 $ 36.20 H Landscape $28960 $ 632.00 $ 80.23 $ 35.70 $ 31 60 $ 38 64 $ 18617 $445.83 Laborer O ! 0 S 6.5 V 6.5 $ 36.20 H Landscape Laborer J — -- $235 30 $ 632 00 $ 80 23 $ 35.70 $ 31 60 $ 38 64 $ 18617 $44583 O o H Landscape It $ $ � 8 $ 36.20 { j $289.60 $ 610 00 $44 05 $ 34.47 $ 30 50 $ $ 109.02 $50098 Laborer f` O 0 r 7 S I Y A $0.00 $ $000 _ 4 � S o _ $0.00 $ $0.00 S o e $0.00 II $ $0 00 - - - $000 $ $0 00 O o 3a.s Reviewed By: �EA No Work Suspended Completed Statement of Compliance Date: December 3,2012 I, Steve Piper, Secretary Do hereby state: (1) That I pay or supervise the payment of the persons employed by Steve Piper and Sons, Inc.. on the Cannonball&RT 47 Contract;that during the payroll period commencing on the 14th day of October,2012;and ending the 20th day of October,2012. all persons employed on said project have been paid the full weekly wages earned,that no rebates have been or will be made either directly or indirectly to or on behalf of said Steve Piper and Sons,Inc. from the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulal:ions,Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended(48 Stat. 948,63 Stat. 108,72 Stat. 967; 76 Stat. 357;4 U.S.C.276c), and described below: (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete;that the wage rates for lajorers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated into the contract;that the classifications set forth therein for each laborer ar mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duty registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training,United States Department of Labor,or if no such recognized agency exists in a State, are registered with the bureau of Apprenticeship and Training,United States Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS,FUNDS, OR PROGRAMS -In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll,payments of fringe benefits as listed in the contract have been or will be made to appropriate programs for the benefit of such employees, except as rioted in Section 4(c)below. (b) WHERE FRINGE BENEFITS ARE PAIL?IN CASH -Each laborer of mechanic listed in the above referenced payroll has been paid,as Indicated on the payroll,an amount not less than the sum,;)f the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c)below. (c)EXCEPTIONS Name and Title L. rain Administrative Asst. Steve Piper& Sons THE WILFUL FALSIFICATION OF ANY OF THE ABOVE STATEMENTS MAY SUBJECT THE CONTRACTOR OF SUBCONTRACTOR TO CIVIL OR CRIMINAL PROSECUTION. SEE SECTION 1001 OF TITLE 18 AND SECTION 231 OF TITLE 31 OF THE UNITED STATES CODE. ��ayroll Payroll No 2 Steve Piper and Sons,Inc. M120304 Route: Section Rte 47&Cannonball Trl 2 - I _- For Week End10120t1_ 31W320 Ramm Dr.,Naperville,IL 60564 County:Kendall Project No. Geneva Const.#21011 Contmc!No. (2) (3) (4) - (5) 61 (7) (8) (g)- . — - (10) Hours and Days Worked Ethnic Work a Total Rate of Amount Total Deductions Net Wages ti 14 15 16 17 18 19 20 Fed WH FICA State Other Total Paid For Name.Address&SSN of Employee Group Classification Status p Hours Pay Earned Earned _Tax WH_Tax Deductions Week Landscape 3.25 3.25 $ 36.20 H Latwer - $11765 $63200 $ 80.23 $ 35.71 $ 31.60 $ 38.64 $ 186.18 $445.82 O 0 S 0 $0.00 $ $0.00 O ° S 0 $0.00 $ $0.00 O 0 I S o $000 $ $0.00 O o S j - 0 I $0.00 $ $0.00 S =I I $0.00 $ $0.00 S �I 0 - --- $0.00 I $ $000 ' I S 0 — $0,00 � $ $0.00 0 i R S ; p 0 I °.oa $ $o.00 Reviewed By: _ 3.25 F—jNo Work Sus ended Comp leted r WAIVER OF LIEN TO DATE Gty.# STATE OF ILLINOIS ) ss Loan# COUNTY OF KANE) TO WHOM IT MAY CONCERN: WHEREAS the undersigned has been employed by UNITED CITY OF YORKVILLE to furnish Road Improvements for the premises known as Cannonball&RT47 Yorkville,II. ofwhich UNITED CITY OF YORKVILLE is the owner. THE undersigned,for and in consideration of Seven Thousand Seven Hundred Ninety Four&671100 $7,794.67 Dollars, and other good and valuable considerations, the receipt whereof is hereby acknowledged, do(es) hereby waive and release any and all lien or claim of,or right to,lien,under the statues of the State of Illinois,relating to mechanics'liens,with respect to and on said above-described premises,and the improvements thereon,and on the material,fixtures,apparatus or machinery furnished,and on the moneys,funds or other considerations due or to become due from the owner,on account of labor,services,material,fixtures,apparatus or machinery, furnished to this date by the undersigned for the above-described premises. Given Under my hand sip.ned and sealed this 20th day of November 2012 Signature and Seal CATHY L.MAY,'I'i FASUR NOTE: All waivers must be for the full amount paid.Ifwaiver is for a corporation,corporate na a ould be used,corporate seal a ixed and title of officer signing waiver should be set forth;if waiver is for a partnership,the partnership name A tai be used,paruiei situuld AV# td desiguate himself as partner. CONTRACTOR'S AFFIDAVIT STATE OF ILLINOIS ) ss COUNTY OF KANE) TO WHOM IT MAY CONCERN: The undersigned, being duly sworn, deposes and says that be is TREASURER ofthe GENEVA CONSTRUCTION COMPANY who is the contractor for the Road Improvement work on the building located a,Cannonball&RT47 Yorkville,IL owned by UNITED CITY OF YORKVILLE That the total amount of the contract including extras is $895,247.94 on which he has received payment of 0.00 prior to this payment.That all waivers are true,correct and genuine and delivered unconditionally and that there is no claim either legator equitable to defeat the validity of said waivers. That the following are names of all parties who have furnished material or labor,or both for said work and all parties having contractor subcontracts for specific portions of said work or for material entering into the construction thereof and the amount due or to become due to each,and that the items mentioned included all labor and material required to complete said work according to plans and specifications: CONTRACT AMOUNT THIS BALANCE NAMES WHAT FOR PRICE PAID PAYMENT DUE Geneva Construction Company Asphalt&Concrete 421,567.89 0.00 7,794.67 413,773.22 Beverly Landscaping Restoration 21,656.00 0.00 0.00 21,656.00 Steve Piper Tree Removal 2,397.00 0.00 0.00 2,397.00 Rempe Sharpe Layout 5,731.38 0.00 0.00 5,731.38 Road Safe Striping I Signs 55,077.32 0.00 0.00 55,077.32 S&K Excavating Underground 148,391.50 0.00 0.00 148,391.50 Thorne Electric Electrical 240,426.85 0.00 0.00 240,426.85 TOTAL OMFOX-AND MATERIAIL TO COMPLETE 895,247.94 0.001 7,794.67 1 887,453.27 That there are no other contracts for said work outstanding,and that there is nothing due or to become due to any person for material,labor or other work of any kind done or to be done upon or in connection with said work other than above stated. Signed this 20th day o j November 2012 Signature ~ P--jNOTARY CATHY L.MAY, TREASI» OFFICIAL SEAL Subscribed and sworn before me this 20th day of Novemb 21 IOIBERLY A REGER nUBLIC.STATE OF ILLINOIS COMMISSION EXPIRES:03126/13 0 CIP Reviewed By: Agenda Item Number J� $ 06 Legal ❑ NB #8 Finance ESL -� 1836 Engineer ❑ -_� City Administrator ■ Tracking Number .4 City y Human Resources El� wn sw _© Community Development ❑ pW 2012-74 � Police ❑ Public Works ❑ Parks and Recreation ❑ Agenda Item Summary Memo Title: YBSD Collection Fee Agreement Meeting and Date: public Works—December 18, 2012 Synopsis: Amended Intergovernmental Agreement Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Rob Fredrickson Finance Name Department Agenda Item Notes: FIRST AMENDMENT TO THE INTERGOVERNMENTAL COOPERATION AGREEMENT BETWEEN THE UNITED CITY OF YORKVILLE AND THE YORKVILLE-BRISTOL SANITARY DISTRICT REGARDING BILLING FOR DISTRICT SERVICES THIS FIRST AMENDMENT is made and entered into this day of December 2012, by and between the United City of Yorkville, an Illinois municipal corporation (hereinafter "City"), and the Yorkville-Bristol Sanitary District (hereinafter "District"). WHEREAS, City and the District are units of local government and public agencies within the meaning of the Illinois Intergovernmental Cooperation Act (5 ILCS 220/1 et seq.) (the "Act") and are authorized by the Act and by Article VII, Section 10 of the 1970 Constitution of the State of Illinois to enter into intergovernmental agreements of cooperation; and, WHEREAS, the City and District entered into an AMENDED INTERGOVERNMENTAL COOPERATIVE AGREEMENT(the "Agreement") dated July 11, 2005 regarding the City providing billing and collection services for the District's services to residents in the District; and, WHEREAS, the City and District desire to amend that Agreement to provide for an amended fee from the District for the billing and collection services provided by the City. NOW, THEREFORE, in consideration of the mutual covenants contained herein City and the District agree as follows: 1. The above recitals are incorporated herein by reference as though fully set forth. 2. That paragraph 1 of the Agreement is deleted. 3. That paragraphs 3 and 4 of the Agreement shall be amended to read as follows: "3. The City agrees to provide billing and collection services for the Sanitary District. These services shall be a part of the City's bi-monthly utility billing program. The City shall forward the funds received from the billing and 1 collection of the Sanitary District's fees and charges not less than 45 days after its receipt by the City. The City shall be entitled to deduct from the Sanitary District's fees and charges a service fee in the City's fiscal year 2013 of five percent (5.0%) of the Sanitary District fees and charges collected. 4. The City's five percent service fee shall be increased each subsequent fiscal year by the prior 12 month percent change of the Chicago-Gary-Kenosha metropolitan area consumer price index." 3. All other terms contained in the Agreement not amended by this First Amendment shall remain in full force and effect. 4. Any term or condition of this Agreement may be amended, deleted or altered only by written agreement approved by and duly executed by City and the District. 5. This Agreement may be executed in several counterparts that shall be an original and shall constitute but one and the same Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement effective on the day and date first above written. United City of City, an Illinois municipal corporation By: Mayor Attest: Date: City Clerk Yorkville-Bristol Sanitary District By: President Attest: Date: Secretary 2 STATE OF ILLINOIS ) )ss COUNTY OF KENDALL ) AMENDED INTERGOVERNMENTAL COOPERATIVE AGREEMENT In accordance with the declaration in Section 10 of Article VII of the Constitution of the State of Illinois and Intergovernmental Cooperative Act, the UNITED CITY OF YORKVILLE (herein after referred to as "City") and YORKVILLE-BRISTOL SANITARY DISTRICT (herein after referred to as "Sanitary District'), the parties, agree as follows: WITNESSETH WHEREAS, the City of Yorkville and the Sanitary district are duly organized and authorized governmental bodies existing in Kendall County, Illinois; and WHEREAS, the parties had previously entered into Intergovernmental Cooperative Agreement for the collection of water and sewer fees and users charges, and to consolidate the issuing of statements and collection of monies; and WHEREAS, each governmental entity desires to continue to enter into a mutual Intergovernmental Cooperative Agreement for the collection of water and sewer fees and users charges, and to consolidate the issuing of statements and collection of monies therefore; and WHEREAS, each party deems it in the best interest of the respective governmental body and for efficient and cost effective collection and billing for said services the parties do now hereby agree as follows: 1 . The Yorkville-Bristol Sanitary District will pay the United City of Yorkville a Capital Outlay Fee in the amount Eleven Thousand Nine Hundred Fourteen Dollars ($ 11 ,914.00) as evidenced in the Capital/Annual Cost Analysis attached hereto and incorporated herein by reference as Exhibit "A". 2. The Yorkville-Bristol Sanitary District will pay the United City of Yorkville an amount not less than Thirty Two Thousand Five Hundred Twenty-Seven Dollars and Thirty-Six Cents ($32,527.36), effective May 1 , 2004, per year for services rendered in the billing of statements and collection of all Sanitary District Fees and user charges (herein after referred to an the "annual fee") as evidenced in the Capital/Annual Cost Analysis attached hereto and incorporated herein by reference as Exhibit «A,> 3 . The amount constituting the Annual Fee shall be reviewed at the end of each Fiscal year or upon request and demonstration of need by either ply. 4. The Agreement shall be governed by the Ordinances from time to time enacted, modified, and amended by either the City of the Sanitary District. Nothing contained herein shall give either party a right to modify the termination provisions or the charge of the City to the Sanitary District. 5 . Each parry shall continue to maintain insurance coverage on its separate I governmental property, and hold the other harmless and indemnify each i governmental entity one fiom the other for any claim or liability resulting from the individual acts of the Sanitary District or the City. 6. Nothing contained herein shall be construed as delegating or authorizing the expenditure of any public monies or the delegation of any authority by any governmental entity not permitted by law, it being expressly understood that the expenditures undertaken herein are based on actual cost of services provided respectively by the governmental entities involved. 7. This agreement shall continue unless sooner terminated upon written notice by one governmental entity to the other with at least six months advance notice. IN WITNESS WHREOF, the undersigned governmental bodies have each executed this Agreement this day of L�- 2005. O LLE- RISTOL SANITARY DISTRICT Attest: Date: -141 , LO 5 UNITED CITY OF YORKVIL By: Mayo r. Attest: __.._. ``�.;, �•. City C erk m °, Date: ��y 1,6. ZoO5 ® ` SEAL UNITED CITY OF YORKVILLE CAPITAL/ANNUAL COST ANALYSIS PROPOSED YBSD FEE Capital Outlay Sensus Handhelds 15,000.00 Software 8,760.00; Conversion/Training 4,690.00; Bar code scanner/receipt printer/cash drawer 1,335.00 Total Cost 29,785.00 One Time YBSD Fee @ 40% 11,914.00 "Does not include capital costs relating to buildout, furniture, phone, computers, files, etc. Annual Operating Expenses @ 25% Meter Reader Expenses @ 50% 1,575 UB + 1,495/2 (third party Software annual service fee 1 2,322.00 products/year) Meter Readers 7,000.00 Utility Billing Clerk 35,360.00 ISS 535.50 3188 mailings @ .212 Receptionist 24,752.00 Postage- Billings 4,055.006 SS/IMRF 10,651.85 Postage-Late Notices 414.00 300 @ .23 6 Benefits(health,life,dental) 28,984.00 12,004.50 Postcards 241.00 3188 mailings @ .01262 each'6 +Annual inflation/COLA increase @ 3% 360.14 102,310.851 Total Annual Meter Reader Expenses 12,364.64 +Annual inflation/COLA increase @ 3% 3,069.33 Total Annual Operating Expenses 105,380.17 Total Proposed Fee FY 04105 @ 25% 26,345.04 Total Proposed Fee FY 04/05 @ 50% 6,182.32 TOTAL ANNUAL PROPOSED YBSD FEE $32,527.36 5 6 -1- Created March 2004 Reviewed By: Agenda Item Number 6 Legal ❑ NB #9 Finance ❑ EST. -� __ti 1838 Engineer ❑ -- City Administrator ■ Tracking Number m Human Resources El C�"Sad `=Q Community Development PW 2012-75 Police ALE ��' Public Works ❑ Agenda Item Summary Memo Title: Sanitary District Research Meeting and Date: Public Works Committee/December 18, 2012 Synopsis: Research of nearby Sanitary District Fee Schedules. Council Action Previously Taken: Date of Action: N/A Action Taken: N/A Item Number: N/A Type of Vote Required: Informational Council Action Requested: Direction Submitted by: Krysti Barksdale-Noble, AICP Community Development Name Department Agenda Item Notes: See attached memo. z a Memorandum EST. �� _ isss To: Economic Development Committee �-_- From: Krysti J. Barksdale-Noble, Community Development Director nsse� O� CC: Bart Olson, City Administrator Date: December 12, 2012 At E �V Subject: Sanitary District Connection Fee Research Background Staff was asked to conduct preliminary research and provide a comparison of the fees/rates charged for commercial or non-residential users by the Yorkville Bristol Sanitary District (YBSD) with other nearby sanitary districts. Sanitary District Fee Comparison The following chart compares the sewer connection and infrastructure fees for area sanitary districts which have a significant financial impact on new commercial construction and business expansion within the city. The Yorkville-Bristol Sanitary District (YBSD) services a majority of Yorkville's wastewater treatment needs with the exception of a few areas in the northern part of the city which is serviced by the Fox Metro Water Reclamation District. Annexation Fee Infrastructure Fee Inspection Fee Connection Fee Rate'x $8,650/acre $275.00 per building (minimum for Downers Grove commercial, sanitary service or - $159.00 per building if $747 Sanitary District industrial or no work on the sanitary q E Population valent2 0.000000 business)plus service is required application fee. Fox Metro Water $2,104.00/acre- $7,830.00/acre $1,650 per Fox Metro Reclamation $1,650/acre (includes $150.00 WRD unit 0.000000 District annexation fee) Yorkville-Bristol $4,228.00/acre $4,228.00/acre $250.00 $1,400/per unit 0.000000 Sanitary District Fox River Water Reclamation $10,000.00/acre --- --- $2,800.00/unit 0.029873 District Generally, most sanitary districts charge the same basic set of fees for new construction/development or business expansion. These fees include: Annexation Fees - which are assessed when properties that were previously outside the district's service area annexed and new sewers or treatment facilities need to be constructed to provide service to them;Infrastructure Fees– a type of impact fee charged for future capital improvements costs to construct, expand and extend sanitary sewer infrastructure by the district;Inspection Fees–are charges for the inspection of a new ' Tax Year 2011 2 Population equivalent is determined by the Sanitary District Manager based upon data submitted by the owner or developer,Sanitary District experience with similar building types or other generally accepted criteria. 1 public sewer construction or connection to an existing sewer to ensure the sanitary service lines are compliant with regulations and is conducted by sanitary district personnel; and Connection Fees - are charged to "tap-on" the structure to existing sewer lines which transports wastewater to the sanitary treatment facilities. These fees are in addition to the user fees which are billed for the operation and maintenance costs of the treatment facility. The largest disparity in fees among the districts researched is seen in how each district calculates connection fees. Typically,the connection charge is based on a base rate determined by the sanitary district and multiplied by the number of units or "fixtures" classified by use (i.e. office, restaurant, retail, etc...) and fixture type (toilet, sink, shower, etc...). Since these calculations are typically determined by each district's board and operating manager, the methodology is not consistent. Depending on how fixture counts are classified, the connection fee for the same development located in one sanitary district could be substantially higher than another. A single public toilet/water closet is calculated as 0.5 units in Fox Metro, therefore having a total unit cost of $825.00. However, a water closet unit fee in the Fox River Water District is $400.00; and in the Yorkville Bristol Sanitary District,it is counted as 1.5 fixtures costing $2,100.00. Staff Comments From the data gathered, YBSD is mid-range in annexation, infrastructure and inspection fees of the surveyed sanitary districts. However, their connection fees may appear to be middle of the scale, but depending on how fixture units are calculated, YBSD may be 60%-80% higher than other area sanitary districts. A more detailed comparison of various user types may be warranted to determine the depth of the varying fee differences. It is also important to note that the Fox River Water Reclamation District approved an ordinance in April 2009 temporarily reduced its service fees due to "...the local and national economic conditions...that have resulted in a sharp reduction in growth and development in the District" in an effort to increase development and stimulate economic activity. The fee reduction was for a period of two (2) years ended on April 30, 2011. However, Fox River Water Reclamation District is the only district to assess an annual real estate tax. Attached for your reference are fee schedules and ordinances from the various sanitary districts researched by staff. I will be available at Tuesday night's meeting to discuss the information provided in this memo in greater detail. 2 DOWNERS GROVE SANITARY DISTRICT Fee Schedule - as of March 24, 2012 These fees may be increased by action of the Sanitary District Board. Sewer Permit Fees - must be paid before permit is issued: Single Family Class: $2,614.50 + $166.00 inspection fee = $2,780.50 (New construction or septic system conversions) Multiple Family Class: Efficiency or studio unit - $747.00/unit One bedroom unit- $1,120.50/unit Two or three bedroom unit- $2,241.00/unit Plus $275.00 inspection fee per building drain All other classes, including Commercial/Industrial, Commercial/Residential, and Institutional: The population equivalent of all other building classes shall be determined by the Sanitary District Manager, based upon data submitted by the owner or developer, Sanitary District experience with similar building types or other generally accepted criteria. The population equivalent so determined shall be multiplied by the tap-in fee rate of $747.00 per population equivalent to calculate the tap-in fee for such a building. The Sanitary District reserves the right to re-evaluate the tap-in fee after one full year's operation of the building to compare actual wastewater volumes and strengths with calculated values, and either reimburse overpaid charges or assess additional tap-in fees based upon the actual operation. The reimbursement of overpaid tap-in fees or the assessment of additional tap-in fees shall be made to the fee owner of the property as of the date of the Sanitary District re-evaluation of said fees. Plus $275.00 inspection fee per building sanitary service or $159.00 per building if no work on building sanitary service is required. Annexation Application Fee - must be paid at the time of application: $115.00 if the property is contiguous with current Sanitary District boundary $250.00 if not contiguous There are additional fees if the Standard Application Form is not used. Trunk Sewer Service Charges - shall be charged for the necessary construction, expansion, and extension of trunk sewer facilities, or whenever any property is annexed to or serviced by the DOWNERS GROVE SANITARY DISTRICT. The trunk sewer service charge shall be calculated upon a rate of$346.00 per population equivalent (P.E.) and shall be assessed as follows: Single Family Class - 3.5 P.E. per unit or$1,211.00 per unit Multiple Family Class - Efficiency or studio apartment unit- $346.00 per unit One bedroom apartment unit- $519.00 per unit Two or three bedroom apartment unit- $1,038.00 per unit (Over) Fee Schedule, Page 2 All other Classes - The population equivalent of all other building classes shall be determined by the Manager, based upon data submitted by the owner or developer, Sanitary District experience with similar building types or other generally accepted criteria. The population equivalent so determined shall be multiplied by the rate of $346.00 per population equivalent to calculate the trunk sewer service charge. Minimum Charges - The minimum trunk sewer service charge for commercial, industrial or business use shall be $8,650.00 per acre (25 P.E. per acre). The minimum trunk sewer service charge for all other uses shall be $3,460.00 per acre (10 P.E. per acre). For purposes of calculating trunk sewer service charges under this ordinance, parcel size shall be calculated as gross acres, which shall include to the centerline of all adjoining public streets, rights- of-way, alleys, etc. This fee must be paid before annexation and before a sewer permit is issued. Lateral Sewer Charge - shall be charged for the necessary construction, expansion, and extension of lateral sewer facilities. The lateral sewer service charge shall be assessed whenever a building drain is to be connected to a sanitary sewer, which was installed at the expense of the Sanitary District. The lateral sewer service charge shall be assessed as follows for all classes: $9,644.00 per building drain to near side property $6,990.00 per building drain to far side property Near side property is located on the same side of the street as the Sanitary District sanitary sewer. Far side property is located on the opposite side of the street from the Sanitary District sanitary sewer and the building drain for such property must cross an improved street in order to connect to the Sanitary District sanitary sewer. The General Manager shall prepare and maintain a list of the sanitary sewers installed at the expense of the Sanitary District for purposes of this ordinance. Recapture - applies when sewer to be connected to was paid for by another party. The amount of this fee is determined by an agreement with the party who had the sewer constructed. This fee must be paid for before a Sewer Permit is issued. Plan Review Fee - charged when the Sanitary District reviews plans for sewer extensions. It is based on an estimate of the construction cost prepared by the design engineer. The fee varies from 1.65% to 1% as the cost estimate varies from less than $10,000 to more than $200,000. Construction Inspection Fee - charged for inspection by the Sanitary District of new public sewer construction. The fee is currently $52.00 per hour straight time and $78.00 per hour overtime if said inspection is performed by Sanitary District personnel and at billed cost if said inspection is performed by others. Television Inspection Fee - Charged for television inspection and cleaning of all new public sewer construction prior to the expiration of the one-year warranty period. The fee is currently$0.80 per lineal foot of sewer. AN ORDINANCE REGULATING THE USE OF SANITARY SEWERS DOWNERS GROVE SANITARY DISTRICT DOWNERS GROVE, ILLINOIS LAST REVISION EFFECTIVE: March 24, 2012 1 TABLE OF CONTENTS Page PREAMBLE........................................................................................................................................3 ARTICLE I -Definition of Terms...................................................................................................4 ARTICLE 11 -Use of Public Sewers................................................................................................6 ARTICLE IIA -Pretreatment.....................................................................................IIA-1 to IIA-41 ARTICLE III -Private Sewage Disposal........................................................................................14 ARTICLE IV - Construction of Public Sanitary Sewers...............................................................15 ARTICLEV -Connection.............................................................................................................17 ARTICLE VI -Wastewater Service Charges ................................................................................20 ARTICLE VII -Enforcement Procedures.......................................................................................28 ARTICLEVIII-Notices..................................................................................................................39 ARTICLE IX -Protection from Damage.......................................................................................40 ARTICLEX -Penalties.................................................................................................................41 ARTICLE XI - General Provisions................................................................................................42 2 PREAMBLE AN ORDINANCE OF THE BOARD OF TRUSTEES OF THE DOWNERS GROVE SANITARY DISTRICT TO REGULATE THE CONSTRUCTION AND USE OF SANITARY SEWERS AND REGULATE CONNECTIONS WITH OR USE OF ITS SEWERS AND APPURTENANCES AND TO PROVIDE PENALTIES FOR VIOLATION THEREOF, IN THE DOWNERS GROVE SANITARY DISTRICT,DUPAGE COUNTY, ILLINOIS. BE IT ORDAINED AND ENACTED BY THE BOARD OF TRUSTEES, DOWNERS GROVE SANITARY DISTRICT,DUPAGE COUNTY, ILLINOIS,AS FOLLOWS. 3 ARTICLE I -DEFINITION OF TERMS Unless the context specifically indicates otherwise, the meaning of the terms used in this ordinance shall be as follows: Section 1. "B.O.D." (denoting Bio-Chemical Oxygen Demand) shall mean the quantity of oxygen utilized in the bio-chemical oxidation of organic matter under standard laboratory procedure in five days at twenty degrees centigrade (20°C) expressed in parts per million by weights. Section 2. 'Building sanitary service" shall mean a sanitary sewer extending from any building structure to the public sanitary sewer or septic system, as the case may be. Section 3. "Combined Sewer" shall mean a sewer receiving both surface runoff and wastewater. Section 4. "District" shall mean the Downers Grove Sanitary District. Section 5. "Garbage" shall mean the waste from the preparation, cooking and dispensing of food and from the handling, storage and sale of produce. Section 5(a). "Garbage Shredded" shall mean the wastes from the preparation, cooking and dispensing of foods that have been shredded to such a degree that all particles will be carried freely under flow conditions normally prevailing in public sanitary sewers, with no particle greater than one-quarter inch in dimension. Section 6. "His" -Wherever in this ordinance the word "his" is used it shall be construed to mean "his", "hers" or "its", consistent with the context of the section wherein the word "his" is used. Section 7. "Industrial Waste" means any liquid, gaseous, solid or other waste substance or a combination thereof resulting from any process of industry, manufacturing trade or business or from the development,processing or recovery of any natural resources. Section 8. "Municipality" shall mean either the Village of Downers Grove, the Village of Westmont, the Village of Oak Brook, the Village of Woodridge, the City of Darien, the Village of Lombard, or the County of DuPage, as the case may be. Section 9. "Natural Outlet" shall mean any outlet into a water course, pond, ditch, lake, or other body of surface or ground water. Section 10. "Persons" shall mean individual, firm, company, association, society, corporation or group. 4 Section 11. "pH" shall mean the logarithm of the reciprocal of the weight of hydrogen ions in grams per liter of solution. Section 12. 'Pollution" shall mean such alteration of physical, chemical or biological properties of any waters of the District, or such discharge of any liquid, gaseous or solid substance into any waters in the District as will or is likely to create a nuisance or render such waters harmful or detrimental or injurious to public health, safety or welfare. Section 13. 'Private Sewage Disposal System" shall mean any arrangement of devices and structures used for treating wastewater on private property. Section 14. 'Public Sanitary Sewer" shall mean a sanitary sewer in which all owners of abutting properties within the District have equal rights and is controlled by the District. Section 15. "Sanitary Sewer" or "Sewer" shall mean a pipe or conduit which carries wastewater and to which storm, surface, and ground waters are not intentionally permitted. Section 16. "Sewage" shall mean and include water-carried domestic wastes and wastes discharged from the sanitary conveniences of residences, public buildings, institutions and industrial plants (other than industrial wastes from such plants). Section 17. "Shall' is mandatory; "May" is permissive. Section 18. "Storm Drain" or "Storm Sewer" shall mean a conduit or sewer which carries storm and surface waters and drainage but excludes sewage and industrial wastes. Section 19. "Manager" shall mean the General Manager of the Downers Grove Sanitary District as appointed by the Board of Trustees. Section 20. "Suspended Solids" shall mean the solids that either float on the surface of, or are in suspension in water, sewage, or other liquids, and which are removable by laboratory filtering. Section 21. "Water Course" shall mean the channel in which a flow of water occurs, either continuously or intermittently. Section 22. "Inspection manhole" shall mean a structure constructed for the purpose of measuring flow and sampling waste. Section 23. "Mg/l" shall mean milligrams per liter. Section 24. "Wastewater" shall mean sewage and industrial waste but excludes storm, surface and ground waters. 5 ARTICLE 11 -USE OF PUBLIC SEWERS Section 1. It shall be unlawful for any person to place, deposit or permit to be deposited in an unsanitary manner upon public or private property within the boundaries of the District, or any area under the jurisdiction of said District, any human or animal excrement, garbage or other objectionable waste. Section 2. It shall be unlawful to discharge wastewater, without an NPDES permit, to any natural outlet within the District or in any area under its jurisdiction. Section 3. No person shall uncover any public sanitary sewer or building sanitary service in the District for any purpose or make any connection therewith or uncover any of the connection branches thereof, or other facilities in said District except on a written permit from the Manager. Section 4. No person shall discharge or cause to be discharged into the sanitary sewer system any storm water, surface water, ground water, roof runoff water, sub-surface drainage, runoff water from ground or paved areas, cistern overflow or water from air-conditioning systems, industrial cooling operations, or any flows other than wastewater. Section 4.1. The proper maintenance and operation of a building sanitary service to and including the point of connection (such as a wye, tee or break-in connection) to the public sanitary sewer shall be the responsibility of the owner of the premises served by said building sanitary service. Maintenance means keeping the building sanitary service in satisfactory working condition and a good state of repair (including but not limited to preventing any obstruction or extraneous material or flows from entering said facilities, protecting said facilities from any damage and keeping same free from defects or malfunctions), and making necessary provisions and taking necessary precautions to assure that said sanitary sewer facilities are at all times capable of satisfactorily performing the services and adequately discharging the functions and producing the final results and purposes said facilities are intended to perform, discharge or produce. The District may, in its sole discretion, make repairs to any portion of a building sanitary service located within a public right-of-way or public easement which is found during District investigations to allow the entry of extraneous materials or flows into the public sanitary sewer or to pose a health or safety hazard to the general public and the District may seek reimbursement for the costs of any such repairs from the owner of the premises served by said building sanitary service. Section 4.2. All downspouts or roof drains shall discharge onto the ground or be connected to storm sewers, drainage ditches or storm drainage systems. Footing drains shall be connected to sump pumps and discharge shall be made into storm sewers, drainage ditches or storm drainage systems. Sump pumps installed to receive and discharge ground waters or other storm water shall be connected to storm sewers or discharge onto the ground or into a drainage ditch or storm drainage system through a rigid discharge pipe, without any valving or quick connections for altering the path of discharge. Sump pumps installed to receive and discharge floor drain flow, laundry tubs or other wastewater shall be connected to the sanitary sewers pursuant to this 6 ordinance. A sump pump shall be used for one function only, either the discharge of storm waters or the discharge of wastewater. Section 4.3. The Manager shall cause to be made periodic visual outside inspections of all properties within the District, with specific attention to downspouts,roof drains and other visible or outside connections and shall request the property owner or property occupant to permit entry into the premises for the making of additional inspection of the premises to ascertain if illegal connections are present. Upon completion of the visual outside and inside inspection, the Manager will advise the property owner, in writing, if any illegal connections are observed, and will advise on the matter of corrections for compliance with the provisions of this ordinance. If corrections are to be made, the District will, at no expense to the owner, make further inspection of the corrections to insure compliance with this ordinance. Section 4.4. If entrance to property is denied an employee or agent of the District, the Manager shall serve notice requiring, within a period of 30 days, a written affidavit by a Licensed Professional Engineer that the sanitary sewer system of the subject property complies in all respects to the requirements and specifications of this ordinance and that no storm water, surface water, ground water, roof runoff water, sub-surface drainage, runoff water from ground or paved areas, cistern overflow or water from air-conditioning systems, industrial cooling operations, or any flows other than wastewater are discharged into the sanitary sewer system from the subject property. In the event the property owner fails to provide the aforementioned affidavit within 30 days, the Manager shall commence action to terminate sanitary sewer service to the property remaining in non-compliance. Section 4.5. In the event any property is in non-compliance with the provisions of Subsection 4.3 or 4.4 after the 30 day notice, that property shall be deemed continuing in non- compliance until there is paid to the District a sum in United States currency equal to all costs incurred by the District, including but not limited to clerical costs, mailing costs, service fees, attorneys fees, court costs, and all other reasonable fees and expenses incurred in commencing action to terminate the sanitary sewer service to the property or in terminating or restoring sanitary sewer service to the property in non-compliance. Section 4.6. In addition to visual inspections on the outside and inside of the premises, the District may make other lawful tests and inspections of the sanitary sewer system as it deems necessary in order to locate such illegal connections and sources of extraneous flows as may exist. The District, at its option, may also invoke other legal powers vested in it or implied by the Illinois Compiled Statutes for the protection of the health and welfare of the public, and institute such legal action as it deems necessary to discover and order the disconnection of any illegal connections that may exist. Section 5. Combined sewers shall not be constructed nor permitted. Section 6. No person or persons shall connect to any sanitary sewer any private building cesspool,underground drain,privy,privy vault or any other channel conveying water or filth. Section 7. Grease, oil and sand interceptors shall be provided when, in the opinion of the Manager, they are necessary for the proper handling of liquid wastes containing grease in excessive amounts, or any flammable wastes, sand, or other harmful ingredients. All interceptors shall be of a type and capacity approved by the Manager, and shall be located as to be readily and easily accessible for cleaning and inspection. Grease separators shall be required in all buildings or building sanitary services for meat packing plants, hotels, restaurants, and other institutions in which large numbers of meals are served. Grit interceptors of a design approved by the Manager shall be required in all buildings or building sanitary services for garages, filling stations, automobile laundries or other establishments where grit is a factor. Maintenance and operation of both grease separators and grit interceptors shall be performed in a manner satisfactory to the District. Section 8. Where installed, all grease, oil and sand interceptors shall be maintained by the owner, at his expense, and in a continuously efficient operation, at all times. Section 9. The owner or builder of any new house, building or structure to be used for human occupancy, employment, recreation or other purpose, hereinafter constructed on any property within the boundaries of the District where a public sanitary sewer is available for said property, shall be required, at his own expense, to connect said building to the public sanitary sewer of the District in accordance with the provisions of this ordinance. Section 10. The owner of any house, building, structure or property presently existing within the boundaries of the District, and used for human occupancy, employment, recreation and other purposes, and where a public sanitary sewer is available for said property and the present private sewage facilities for said house, building or structure are now or hereafter deemed defective, insufficient and ineffective by the proper officer of any municipality, shall be required, at his own expense, to connect said building to the public sanitary sewer of the District in accordance with the provisions of this ordinance. Section 11. Whenever the duly authorized officer of any municipality located within the boundaries of said District, shall deem it advisable to require any owner of any property within said District to connect the building thereon with a public sanitary sewer as hereinabove provided, a notice of such direction shall be mailed to the last known address of the owner, tenant or occupant of said property ordering the connection of said building to the public sanitary sewer of the District within ninety(90) days after date of such notice. s Section 12. The failure of any owner, tenant, occupant or builder to connect such building to the public sanitary sewer of the District within the specified period shall be deemed, held and construed to be in violation of this provision and punishable as hereinafter provided. Section 13. No person shall make or cause to be made any connection with a public sanitary sewer in said District except under a written connection permit for the work issued by the District and upon payment of a connection charge based on the applicable sections set forth below. The total connection charge to be paid shall be comprised of amounts calculated under sections (b), (c), (d), (e), and(f). (a) Definitions (1) Single Family Class - single family residential unit, including detached single family, duplex, two-flats,townhouses, and rowhouses. (2) Multiple Family Class - residential buildings consisting of more than one dwelling unit, commonly referred to as apartment buildings, rental cooperatives, condominiums, etc. (3) Commercial/Industrial Class- commercial and/or industrial buildings. (4) Commercial/Residential Class - building used for both commercial and residential uses, including hospitals,nursing homes,hotels, motels, etc. (5) Institutional Class - buildings used as schools, churches, or other governmental uses. (6) Population Equivalent (P.E.) - One population equivalent is equal to 100 gallons of wastewater per day, containing 0.17 pounds of BOD and 0.20 pounds of suspended solids. (7) District-built Service — the portion of a building sanitary service that has been funded for construction, repair or replacement by the District under any of its programs or in the course of its normal business. (b) An Inspection Fee shall be charged to cover the cost to the District of inspections of the installation of building sanitary services to ensure sanitary service lines are adequate and suitable for connection to the District and to insure compliance with District ordinances and regulations, as follows: (1) Single Family Class - $166.00 per building sanitary service. (2) All Other Classes - $275.00 per building sanitary service or $159.00 per building if no work on a building sanitary service is required. 9 (c) A Tap-In Fee shall be charged for all connections to the District for the necessary construction, expansion, and extension of wastewater treatment plant facilities. The tap-in fee shall be calculated upon a rate of $747.00 per population equivalent (P.E.), and shall be assessed as follows: (1) Single Family Class - 3.5 P.E.per unit or$2,614.50 per unit. (2) Multiple Family Class - Efficiency or studio apartment unit- 1.0 P.E. or$747.00 per unit. One bedroom apartment unit- 1.5 P.E. or$1,120.50 per unit. Two or three bedroom apartment unit- 3.0 P.E. or$2,241.00 per unit. (3) All Other Classes - The population equivalent of all other building classes shall be determined by the Manager, based upon data submitted by the owner or developer, District experience with similar building types, or other generally accepted criteria. The population equivalent so determined shall be multiplied by the tap-in fee rate per population equivalent to calculate the tap-in fee for such a building. The District reserves the right to re-evaluate the tap-in fee after one year's full operation of the building to compare actual wastewater volumes and strengths with calculated values, and either reimburse overpaid charges or assess additional tap-in fees based upon the actual operation. The reimbursement of overpaid tap-in fees or the assessment of additional tap-in fees shall be made to the fee owner of the property as of the date of the District re-evaluation of said fees. (d) A Trunk Sewer Service Charge shall be charged for the necessary construction, expansion, and extension of trunk sanitary sewer facilities. The trunk sewer service charge shall be calculated upon a rate of$346.00 per population equivalent (P.E.) and shall be assessed as follows: (1) Single Family Class - 3.5 P.E.per unit or$1,211.00 per unit (2) Multiple Family Class - Efficiency or studio apartment unit- 1.0 P.E. or$346.00 per unit One bedroom apartment unit- 1.5 P.E. or$519.00 per unit Two or three bedroom apartment unit - 3.0 P.E. or$1,038.00 per unit 10 (3) All Other Classes - The population equivalent of all other building classes shall be determined by the Manager, based upon data submitted by the owner or developer, District experience with similar building types, or other generally accepted criteria. The population equivalent so determined shall be multiplied by the trunk sewer service charge rate per population equivalent to calculate the trunk sewer service charge. (4) Minimum Charges - The minimum trunk sewer service charge for commercial, industrial, or business use shall be $8,650.00 per acre (25 P.E. per acre). The minimum trunk sewer service charge for all other uses shall be $3,460.00 per acre(10 P.E.per acre). (5) Special Trunk Sewer Service Charge Area- The trunk sewer service charge attributable to the Highland Woods Office Campus as described in Exhibit I shall be assessed at the minimum trunk sewer service charge for all other uses. (6) For purposes of calculating trunk sewer service charges under this ordinance, parcel size shall be calculated as gross acres, which shall include to the centerline of all adjoining public streets,rights-of-way, alleys, etc. (7) Trunk sewer service charges shall be assessed pursuant to Section 13.4 and Section 16 of Article II of this ordinance. (e) A Lateral Sewer Charge shall be charged for the necessary construction, expansion, and extension of lateral sanitary sewer facilities. The lateral sewer service charge shall be assessed whenever a building is to be connected to a public sanitary sewer which was installed at the expense of the District. The lateral sewer service charge shall be assessed as follows: (1) All Classes $9,644.00 per building sanitary service to near side property $6,990.00 per building sanitary service to far side property (2) Near side property is located on the same side of the street as the public sanitary sewer. Far side property is located on the opposite side of the street from the public sanitary sewer and the building sanitary service for such property must cross an improved street in order to connect to the public sanitary sewer. (3) The Manager shall prepare and maintain a list of the public sanitary sewers installed at the expense of the District for purposes of this ordinance. 11 (f) A Service Reimbursement Charge shall be charged when a District-built Service is used in lieu of removal and replacement of an existing service in cases where replacement of the service would normally be required under this ordinance. This charge shall be based on the current unit prices for such work in the District Building Sanitary Service Repair Assistance Program or other recent District contract for sanitary sewer construction. Section 13.1. No connection permit for new construction shall be issued by the District until the person or persons seeking such permit submit to the District the appropriate District application form, a complete set of building plans, a utilities site plan and an agreement for District access to the building sanitary service signed by the property owner. No connection permit for an existing building shall be issued by the District until the existing building is brought into compliance with all ordinances of the District, as determined by an inspection of said building by an authorized representative of the District. In addition, the person or persons seeking such permit shall submit to the District the appropriate District application form, a utilities site plan and an agreement for District access to the building sanitary service signed by the property owner. Section 13.2. For the purpose of this section, any connection permit issued by the District shall be effective for a period of one year from the date of issuance, within which period at the written request of the applicant, one renewal of said permit for up to six (6) additional months may be issued by the District at the discretion of the Manager. In the event that said permit is not used within said period, a refund will be made under the provisions of Section 13.3 and reapplication for a new permit must be made. Section 13.3. For the purpose of this section, a refund of the tap-in fee portion only of any connection permit will be made to the person or persons who paid the connection fee upon proper submittal of a District receipt for said payment and the return of the permit itself, if outstanding. The inspection fee is not refundable. Section 13.4. Whenever any residence, multiple dwelling, commercial, institutional or industrial property is rebuilt in kind, expanded, its use changed, or added to, a permit shall be obtained and a fee shall be paid by such person or persons making or causing to be made such additional use, in accordance with the provisions of this section, including a trunk sewer service charge in accordance with Section 13,Article II of this ordinance. Section 14. No statement contained in this Article shall be construed as preventing any special agreement or arrangement between the District and any person whereby any industrial waste of unusual strength, or character, may be accepted by the District for treatment, subject to payment therefore by the person as prescribed by the District. Section 15. Sump and ejector pits must be approved by the District before installation. Sanitary sumps and ejector pits must be at least ten (10) feet away from any other sump. Material 12 specifications for under-slab piping is governed by the applicable municipal plumbing code. Any pit which does not meet District standards shall be removed and replaced with an acceptable pit before District approval is granted. Any sanitary ejector pit that serves plumbing fixtures on a floor level other than a basement shall be equipped with a self-powered alarm system to alert the owner of a high water-level in the system wet-well, and the sanitary ejector pit shall have a volume of no less than 150 gallons. Section 16. Whenever any property is annexed to or serviced by the District, a trunk sewer service charge as established in accordance with Section 13, Article II of this ordinance, shall be paid to the District prior to the annexation of said property to the District or the issuance of any permit for sanitary sewer service to said property. Section 17. No commercial/industrial, commercial/residential, or institutional building connected to the public sanitary sewer shall install or cause to have installed any type of garbage disposal. Section 18. No swimming pools shall be discharged into the sanitary sewer system except under written agreement with the District. Section 19. All users must meet the limitations and standards specified in Article IIA, Pretreatment Ordinance, attached to and made a part of this document. Section 20. An outside cleanout shall be installed on each new building sanitary service at a location approved by the District. Section 21. The Manager and other duly authorized representatives of the District, the Illinois Environmental Protection Agency and the U.S. Environmental Protection Agency, bearing proper credentials and identification shall be permitted to enter all properties for the purposes of inspection, observation, measurement, sampling, and testing in accordance with the provisions of this ordinance. The Manager or any of the above representatives shall have no authority to inquire into any process including metallurgical, chemical, oil, refining, ceramic, paper, or other industries beyond that point having a direct bearing on the kind and source of discharge to the sanitary sewers or waterways or facilities for waste treatment. While performing the necessary work on private properties referred to above, the Manager or duly authorized representatives of the District,the Illinois Environmental Protection Agency and the U.S. Environmental Protection Agency, shall observe all safety rules applicable to the premises established by the company and the company shall be held harmless for injury or death to the representatives and the District, Illinois Environmental Protection Agency and U.S. Environmental Protection Agency shall indemnify the company against loss or damage to its property by their representatives and against liability claims and demands for personal injury or property damage asserted against the company and growing out of the gauging and sampling operation, except as such may be caused by negligence or failure of the company to maintain safe conditions. 13 ARTICLE III -PRIVATE SEWAGE DISPOSAL Section 1. Where a public sanitary sewer is not available, as provided for in Article II, the building sanitary service shall be connected to a private sewage disposal system complying with the provisions of the municipality wherein such system is located. Section 2. The owner shall operate and maintain the private sewage facilities in a sanitary manner at all times, at no expense to the District. Section 3. Use or construction of privies,privy vaults and cesspools are prohibited. Section 4. No statement contained in this Article shall be construed to interfere with any additional requirements that may be imposed by the Illinois Environmental Protection Agency, the Illinois Department of Public Health, the DuPage County Health Department, or any municipality controlling the construction,use or maintenance of private sewage disposal systems. 14 ARTICLE IV-CONSTRUCTION OF PUBLIC SANITARY SEWERS Section 1. Each public sanitary sewer which is designed and is to be constructed so as to constitute an integral part of the system of sanitary sewers to be controlled, operated, and maintained by the District shall not be constructed until and unless the Manager has been furnished with two complete sets of plans and specifications, designed in accordance with District design standards, and an itemized estimate in writing of all direct and indirect costs of such public sanitary sewer improvements; the completeness and correctness of all such plans, specifications and cost estimates shall be certified in writing by an Illinois Registered Professional Engineer. Prior to or concurrently with the submission of such documents to the Manager, the owner shall pay or cause to be paid to the District a fee for the review thereof computed in accordance with the following table: Estimated Costs of Construction of Public Sanitary Sewer Improvements Review Fee $10,000 or less 1.65%of estimated cost $50,000 or less,but 1.50%of estimated cost,but more than$10,000 not less than$165.00 $100,000 or less,but 1.33% of estimated cost, but more than$50,000 not less than$750.00 $200,000 or less,but 1.17% of estimated cost, but more than$100,000 not less than$1,330.00 More than$200,000 1% of estimated cost, but not less than $2,340.00 The Manager will review all such plans and specifications and may require revisions thereon to comply with applicable laws, ordinances, regulations, and with standard District principles and practices applied on a uniform basis throughout the District. The District shall approve, disapprove, or request modifications to such plans and specifications within thirty (30) days of receipt of all items required under this ordinance. After the completion of revisions, if any, required by the Manager and the receipt of four complete sets of plans and specifications, revised as required by the District, the Manager may require that the estimate of costs of such public sanitary sewer improvements be increased or decreased to reflect such revisions and shall approve such estimate in writing. In the event of any increase in such estimate over the review fees paid, the owner shall cause to be paid to the District the amount of any increase in the review fee computed under the foregoing table, provided said increase is greater than $50.00. In the event of any decrease in such estimate under the review fees paid, the District shall cause to be paid to the 15 owner the amount of any decrease in the review fee computed under the foregoing table, provided said decrease is greater than$50.00. Section 2. A sewer permit will only be issued and sewer connection shall only be allowed if it can be demonstrated that the downstream facilities, including sanitary sewers, pump stations and wastewater treatment facilities, have sufficient reserve capacity to adequately and efficiently handle the additional anticipated waste load. Section 3. No person shall construct or cause to be constructed any public sanitary sewer or appurtenance that is to become a part of the sewer system of the District which is not constructed pursuant to the published specifications of the District in effect at the time said construction is commenced. Section 4. (a) No person shall construct or cause to have constructed any public sanitary sewer or appurtenance which is to become a part of the sewer system of the District except under a written permit for the work issued by the District and said permit will only be issued upon payment to the District of a fee of$0.80 per lineal foot of public sanitary sewer. (b) The person constructing or causing to have constructed said public sanitary sewer shall reimburse the District for all costs of inspecting said sewer installation, at the rates of $52.00 per hour straight time and $78.00 per hour overtime if said inspection is performed by District personnel, and at billed cost if said inspection is performed by others. Section 5. All public sanitary sewers constructed so as to become an integral part of the system of the sanitary sewers of the District shall, upon completion of construction and approval by the District, become the property of the District, except all building sanitary services shall remain the property of the owner of the premises served by said building sanitary service. Section 6. That following the completion of construction of any public sanitary sewer pursuant to the provisions of this Article, the person constructing or causing to have constructed said sewer shall cause one reproducible set and one file set of completed "as built" plans to be prepared with competent engineering assistance and submitted to the District before acceptance will be made of said public sanitary sewers by the District. 16 ARTICLE V-CONNECTION Section 1. No person or persons shall cause any connection of a building sanitary service to a public sanitary sewer unless made by a person who is a competent sewer builder duly authorized to do such work by the Manager. Section 2. The Manager may require building sanitary services and connections of greater size than six(6) inches in interior diameter where deemed best for District and use contemplated. Section 3. No person shall hereafter lay any pipe or conduit or excavate in any street, alley, easement or other public right-of-way within five feet of either side of the public sanitary sewer in such street, alley, easement or public right-of-way without the permission of the Manager. Section 4. No more than one building shall be connected with the public sanitary sewer through one building sanitary service without a permit signed by the Manager. Section 5. Notice must be left at the office of the District twenty-four hours prior to the beginning of any work upon a building sanitary service and no materials shall be used or work covered until it is inspected and approved by a District representative. Section 6. When required by the Manager, the owner of any property serviced by a building sanitary service carrying commercial, institutional or industrial wastes shall install a suitable structure for flow measurement and sampling together with necessary meters and other appurtenance to facilitate observation, sampling, and measurement of the wastes. Such manhole or structure, known as an inspection manhole, shall be accessible to District personnel and shall be constructed and located in accordance with plans approved by the Manager. The inspection manhole shall be installed by the owner at his expense and shall be maintained by him so as to be safe and accessible to authorized personnel of the District at all times. Section 7. No sewer work of any type involving a building sanitary service shall be done except in an emergency without first securing a written permit therefore from the District. Before such permit is issued, an application shall be filed with the District signed by the owner of the premises on which the proposed work is to be done or by his duly authorized agent accompanied by such plans, specifications and permit fee as provided for herein. Such application shall indicate the person authorized by the owner of said premises to perform said work and such permit shall not be issued unless the person indicated to do such work either (1) has on file with the District a surety bond in the sum of $10,000 previously approved by the District, or (2) furnishes to the District a surety bond in the amount of the contract price or estimated cost of the work anticipated to be done indemnifying and saving harmless the District from all accidents and damages caused by negligence or otherwise either in the execution or protection of the work involved, including any damage to any sewer of the District. No applicant owing money to the District for fees required by any ordinances, resolutions or contracts with the District for work described in said application or for any previous work performed in the District shall be granted a permit until said fees have been paid. 17 Section 8. If any discharge or proposed discharge to the public sanitary sewer system contains the substances or possess the characteristics or exceed in concentration the limitations or discharges enumerated in Article IIA of this Ordinance, and which in the judgement of the Manager may have a deleterious effect upon the sewage works, processes, equipment or receiving waters, or which otherwise create a hazard to life or constitute a public nuisance,the Manager may: (a) Reject the waste (b) Require pretreatment to an acceptable condition for discharge to the public sanitary sewers. (c) Require payment to cover the added cost of handling and treating the waste not covered by existing taxes or wastewater service charges under other provisions of this ordinance. If the Manager permits the pretreatment of waste flows, the design and installation of such facilities shall be subject to the review and approval of the Manager, and subject to the requirements of all applicable codes, ordinances and laws; and no such waste or water shall be permitted to be discharged into the public sanitary sewers of the District until plans and designs for such pretreatment facilities have been approved and a discharge permit is issued by the Manager. Section 9. In any case where it is necessary to make a connection to the public sanitary sewer at points other than those provided with junction pieces, connection shall be made by removing a section of the public sanitary sewer and substituting a proper branch in its place or by making a machine tap,which must be approved by the District. Such work can only be done under the direct supervision of a District representative. Section 10. Overhead sanitary sewers, designed to prevent the backflow of water from the public sanitary sewer system, are required for all buildings to be connected to the public sanitary sewer system. Overhead sanitary sewers shall be provided to any floor level of such buildings whenever the elevation of that floor level is lower than the elevation of the rim of the District manhole immediately upstream of the point of connection of said building into the public sanitary sewer system. Plumbing fixtures on a building floor level below an overhead sewer shall drain into an ejector pit with pump and tight seal which meets the requirements of Article II Section 15 of this ordinance and the applicable municipal plumbing code. It shall be the responsibility of the person seeking to connect said building to provide the District with the elevations described above, when so requested by the District. Said elevations must be provided on a USGS datum by a Registered Land Surveyor or Registered Professional Engineer. In cases where a floor level above the basement level is below the upstream manhole rim, a pressure relief cleanout constructed according to the District's Standard Detail may be used in lieu of draining fixtures from any level above the basement into the ejector sump. 18 Section 11. Whenever an existing building is to be connected to the public sanitary sewer system, a new building sanitary service shall be installed and connected to the existing sanitary sewer located immediately adjacent to the existing building foundation. Section 12. Whenever an existing building, which is connected to the public sanitary sewer system, is demolished, torn down or otherwise removed, all existing building sanitary services for that building shall be abandoned and shall be permanently blocked at the point(s) of connection to the public sanitary sewer. Such blocking must be done under a permit issued by the District and must be inspected by a District representative. It shall be the responsibility of the contractor to determine the point of disconnection on the public sanitary sewer. The contractor shall televise and electronically locate the building sanitary service to the point of connection to the public sanitary sewer. In cases where a District-built Service can be shown to be in compliance with District requirements for new construction, including all required testing; a property owner may request District approval of the re-use of the District-built Service in lieu of removal and replacement, subject to the payment of a Service Reimbursement Charge. Section 13. Each new building sanitary service and all repairs to any existing building sanitary service must be designed and constructed in accordance with District design standards and District construction specifications. Each new building sanitary service must be air tested and televised in accordance with District specifications, including any new building service utilizing a District-built Service. Upon completion of a new building sanitary service or any repairs to an existing building sanitary service, the sewer contractor or property owner must submit to the District a written record of the work completed, including a sketch, pipe sizes, footages and depths, fittings and measurements from property lines or building corners, before final acceptance of said work will be granted by the District. 19 ARTICLE VI-WASTEWATER SERVICE CHARGES Section 1. Basis for Wastewater Service Charges: The wastewater service charge for the use of and for service supplied by the wastewater facilities of the District shall consist of a basic user charge for operation and maintenance plus replacement, a monthly fee, and a surcharge, if applicable. The basic user charge shall be based on water usage as recorded by water meters or sewer flow meters for wastes having the following normal concentrations: (a) A five day 20 degree centigrade (20°C) biochemical oxygen demand (BOD) of 200 mg/l. (b) A suspended solids (SS) content of 250 mg/1. It shall consist of operation and maintenance costs plus replacement and shall be computed as follows: (a) Estimate the projected annual revenue required to operate and maintain the wastewater facilities, including a replacement fund for the year, for all District operations. (b) Proportion the estimated costs to wastewater facility categories by volume, suspended solids and BOD. (c) Estimate wastewater volume,pounds of SS and pounds of BOD to be treated. (d) Compute costs per 1000 gal. for normal sewage strength. (e) Compute surcharge costs for BOD and SS. Monthly fees shall consist of a service fee for all accounts and sampling and monitoring charges, if applicable. A sampling and monitoring charge will be levied to all users whose wastes exceed or have the potential to exceed the normal concentrations for BOD (200/mg/1) or SS (250 mg/1) and to all industrial users. A surcharge will be levied to all users whose wastes exceed the normal concentrations for BOD (200 mg/1) and SS (250 mg/1). The surcharge will be based on water usage as recorded by water meters or sewer flow meters for all wastes which exceed the 200 mg/l or 250 mg/l concentration for BOD and SS respectively. 20 The wastewater service charges enumerated above and hereinafter shall be reviewed annually and revised accordingly in order to assure adequate revenues for operations and proportionality of the charges. All users shall be notified annually by the District of the user charges, the method of calculation and how the revenue derived from said user charges will be used. Section 2. Measurement of Flow for Basic User Charge and Surcharges: The volume of flow used for computing basic user charges and surcharges shall be metered water consumption. (a) Any non-single family residential user discharging wastes into the public sanitary sewers who procures any part, or all, of his water from non-metered sources, all or a part of which is discharged into the public sanitary sewers, shall install and maintain, at his expense, water meters and/or sewer flow meters of a type approved by the District for the purpose of determining the volume of water obtained from these other sources. (b) Devices for measuring the volume of waste discharged may be required by the District if these volumes cannot otherwise be determined from the metered water consumption records. (c) Metering devices for determining the volume of waste shall be installed, owned, and maintained by the user. Following approval and installation, such meters may not be removed,unless service is terminated,without the consent of the District. (d) Metered single family residential users may receive a summer usage adjustment for water consumed but not discharged to the public sanitary sewer system. For such users, the basic user charge for summer usage periods shall be based upon either the actual metered water consumption for the summer usage period or one hundred fifty percent (150%) of the average of the metered water consumption for the immediately preceding winter usage periods,whichever is lower. For purposes of this section, a billing period is considered a summer usage period if a majority of the billing period is included between the dates of April 15 to October 15. Any billing period which does not meet the criteria for a summer usage period shall be considered a winter usage period. Section 3. Basic User Rate: A basic user rate of $1.65 per 1000 gallons of water consumption shall be applied to all users. 21 All non-metered single family residential users of the wastewater facilities shall pay a flat rate charge per quarter of$39.60. This flat rate charge is based on water consumption of 24,000 gallons per quarter for single family residences. Any non-metered single family user who installs a water meter in accordance with District requirements shall be billed based upon the readings from such meters. Section 4. Measurement of Waste Strengths for Surcharges: Unless otherwise provided, all measurements, tests, sampling and analyses required hereunder shall be in accordance with the most recent edition of Standard Methods for the Examination of Water and Wastewater, published jointly by the American Public Health Association, the American Water Works Association, and the Water Environment Federation, and as follows: (a) Inspection Manhole In order to provide for accurate sampling and measurement of waste discharges, each user subject to the surcharge shall provide, at their expense, within sixty (60) days of written notice from the District, on each of its building sanitary services, an inspection manhole to be located so as to be available for inspection by authorized representatives of the District at reasonable times and at reasonable hours. There shall be ample room in or near each inspection manhole to accurately sample and composite the samples for analysis. Plans for inspection manholes, with their location shown on a site plan, shall be submitted to the District for approval prior to construction. (b) Liquid Quantity Measurements Each inspection manhole shall contain a Parshall flume, weir or similar device with a recording and totalizing register for measurement of the liquid quantity; or the metered water supply to the user may be used as the liquid quantity where it is substantiated that the metered water supply and waste quantities are approximately the same, or where a measurable adjustment can be made in the metered water supply to determine the liquid waste quantity. (c) Sampling Waste sampling shall be performed by the District. Determination of representative quantities or characteristics shall include re- evaluation periodically. The determination of representative quantities and characteristics shall include not less than three consecutive calendar days of 24- 22 hour composite samplings taken during periods of normal operation, together with acceptable flow measurements. Samples shall be taken every hour or half hour, as determined by the District, properly preserved and composited in proportion to the flow for a representative 24-hour sample. The frequency of sampling, inspection manhole, metering device, sampling methods and analyses of samples shall be subject, at any time, to revision by the District. Sampling and measuring facilities shall be such as to provide safe access for authorized personnel of the District for making such inspection and verification. Section 5. Surcharge Rates: (a) The surcharge rates for BOD and SS shall be as follows: $0.24 per pound for BOD $0.28 per pound for SS (b) Any user determined by the Manager to have the potential to exceed the normal concentrations for BOD and/or SS, for which an inspection manhole is not available to ascertain actual waste strength, shall be surcharged at the flat rate $2.95 per 1000 gallons of metered water consumption, in addition to the basic user rate. Section 6. Computation of Surcharge The surcharge shall be computed by the following formula: SC=[BC(BA-B)+ SC (SA- S)] x V x 8.34 x 10"6 Where SC =Amount of surcharge ($)per billing period BC=Treatment cost for one pound of biochemical oxygen demand(BOD). BA=Average representative measured concentration of BOD from user in mg/l. B =Average concentration of BOD in normal domestic sewage of 200 mg/l. Sc=Treatment cost for one pound of suspended solids (SS). SA=Average representative measured concentration of SS from user in mg/l. S =Average concentration of SS in normal domestic sewage of 250 mg/l. V=Total volume contribution from user during billing period in gallons. 23 Section 7. Computation of Wastewater Service Charge The wastewater service charge shall be computed by the following formula: WC=(URxV)+ SC +M Where WC=Amount of wastewater service charge ($)per billing period. UR=Basic user rate for operation,maintenance, and replacement(Section 3). V =Wastewater volume for the billing period. SC=Amount of surcharge($)per billing period(Sections 5 and 6). M=Monthly service fee, including sampling and monitoring charges, if applicable Section 8. Users Subject to Surcharge: Any industrial user identified in the "Standard Industrial Classification Manual," Bureau of the Budget, 1967, under the category "Division D - Manufacturing" and any other user notified by the District in writing shall be subject to a surcharge if the wastes discharged to the District from such user exceed a suspended solids concentration of 250 mg/1 or a BOD concentration of 200 mg/l. Section 9. Penalties Should the owner of any property fail to install and/or maintain a water meter and/or sewer flow meter as herein required, the District will estimate the amount of the wastewater service charges due and bill the owner for such service charges together with penalties as provided herein. Said bill shall be paid within ten(10) days after receipt thereof by the owner. Section 10. Billing Period and Penalties: The service charges established by this ordinance shall be payable monthly, bi-monthly, or quarterly as shall be directed by the Board of Trustees of the District. The owner of the real estate, the occupant thereof and/or the user of the service shall be jointly and severally liable for the service on such premises and this service is furnished to the premises by the District solely upon the conditions that the owner of the real estate, and where the owner is the trustee of a trust, each beneficiary of the trust, occupant, and/or user of the service are each jointly and severally liable to the District. All bills for use and service shall be payable by a specified due date and shall be for the period specified in said billing. If payment of the amount of the bill is not made by said due date, then a penalty of ten (10) percent of the amount so billed shall be added thereto. Thereafter, if the amount so billed, or any portion thereof, remains unpaid a penalty of one (1) percent of the amount remaining unpaid shall be added 30 days after the due date, and one (1) percent shall be added for each additional 30 days or portion thereof. In addition to the penalty herein provided, the District may assess such additional administrative and other costs as may be necessary to collect amounts not paid by the due date. 24 Section 11. Enforcement: (a) In the event the charges for use and service are not paid within 30 days after mailing of the bill for which use and service has been supplied such charges shall be deemed and are hereby declared delinquent and thereafter such delinquency shall constitute liens upon the real estate for which such use and service is applied and the Treasurer of the District is hereby authorized and directed to file sworn statements showing such delinquencies in the Office of the Recorder of Deeds of DuPage County, Illinois, and the filing of such statements shall be deemed notice for the payment of such charges for such use and service, and shall, thereafter, constitute a lien upon said real estate until such charge and penalties thereon have been paid in full. (b) In addition to all other penalty provisions provided herein the District shall at any time after a delinquency has occurred, pursuant to the terms hereof, take such other appropriate action as may be deemed necessary to require and demand the payment for service rendered, or to terminate sanitary sewer service or water service until full and complete payment of all delinquent charges and penalties thereon have been paid in full, together with any and all legal expenses, including attorney fees incurred by the District in enforcing the provisions of this ordinance. Section 12. Reinstatement of Service: The District reserves the right to require a bond or a cash deposit in lieu of a bond, from any user who previously has been determined delinquent in the payment of the service charges, specified herein, prior to reinstatement of sanitary sewer service or water service by the District in such amount as the District shall determine reasonable, based upon sewer service to such owner, occupant and/or user. Section 13. Provision for Annual Audit: The Treasurer of the District shall establish a proper system of accounts and shall keep proper books, records, and accounts in which complete and correct entries shall be made of all transactions relative to the general fund, and, shall, at regular annual intervals, cause to be made an audit by an independent auditing concern of the financial books and records of the District, including the records of the District wastewater service charges system. In addition to the customary operating statements, the annual audit report shall also reflect the revenues and operating expenses of the wastewater facilities, including replacement costs. In this regard,the financial information to be shown in the audit report shall include the following: (a) Flow data showing total gallons received at the wastewater treatment center for the current fiscal year. 25 (b) Billing data to show the total number of gallons billed. (c) Number of users connected to the system. (d) Number of non-metered users. (e) A list of users discharging non-domestic wastes and the volume of wastes discharged. Section 14. Monthly Fees Monthly fees consist of a service fee of$9.50 per month for all accounts, and sampling and monitoring charges, if applicable. The sampling and monitoring charges shall be as follows: (a) $95.23 per month for each significant industrial user subject to any National Categorical Pretreatment Standard or discharging an average of 25,000 gallons or more of wastewater per day. (b) $35.71 per month for each industrial user subject to a wastewater discharge permit issued by the District and not included in(a) above. (c) $13.59 per month for each user subject to surcharge. (d) $4.29 per month for all industrial (including commercial) users not included in (a), (b) or(c) above. Section 15. Revenues All revenues and moneys derived from the wastewater service charges described in this ordinance shall be deposited in the general fund of the District. All such revenues and money shall be held by the Treasurer of the District separate and apart from his private funds and separate and apart from all other funds of the District. The District Treasurer shall administer such fund in every respect in the manner provided by applicable Illinois statutes. Section 16. Access to Records The Illinois Environmental Protection Agency or its authorized representative shall have access to any books, documents, papers, and records of the District which are applicable to the District system of wastewater service charges for the purpose of making audit, examination, excerpts, and transcriptions thereof to insure compliance with the terms of the special and general conditions to any state or federal grant. 26 Section 17. Hauled Grease Separator Waste The rate for hauled grease separator waste shall be $50.00 per 1,000 gallons of hauled grease separator waste. 27 ARTICLE VII-ENFORCEMENT PROCEDURES The following procedure is designed to correct violations of this ordinance, including nonpayment of wastewater service charges. Violations may be discovered by various means, including on-site inspection of homes, businesses, and industrial sites; monitoring samples of discharge; routine surveillance and testing by District personnel and reports of possible violations by other governmental agencies and private citizens. This procedure will enable users to receive notice of a possible violation and, except in serious or persistent cases, to correct those violations without a judicial proceeding. Where violations come to the attention of the District, seriousness is determined by the magnitude of the violation; the persistence of the violation despite past notices and attempts to correct the situation; by the discharge of materials harmful to the treatment facility and its processes and by violations which may have a significant impact upon sanitary sewer flows and/or treatment facility capacity. A pre-enforcement conference and a show cause hearing are provided which enable the District to alleviate potential hazards to District facilities, and, if necessary, to undertake appropriate actions to disconnect and discontinue sanitary sewer services, and in the case of nonpayment of wastewater service charges to discontinue water service, to a user in violation of the aforementioned ordinances. Accordingly,the following procedures are hereby adopted. I. Pre-Enforcement Conference 1. Discovery and Notice A. Upon determination that a violation has occurred, or upon discovery that an alleged violation has probably occurred, a notice of the violation is prepared and sent to the user by mail. B. If a violation or potential violation has not been cured within the time limit set forth in the initial notice, then a conference date shall be established. The user and any other appropriate entities may be notified of the conference date by mail which said notice requires the user to appear at a scheduled pre-enforcement conference which describes the potential violation in sufficient detail for the user to begin abatement action; and which sets forth the time, date and place of the conference. C. Pre-enforcement conferences shall be scheduled not less than seven nor more than twenty one (2 1) days from the date notice of the conference has been sent; except that a shorter time may be set in cases of an emergency. Any respondent's request for a continuance beyond twenty one (21) days must be in the form of an affidavit or verified statement setting forth specific reasons why the delay is requested. Said request for continuance shall be granted or denied by the Manager in writing and sent to the user. 28 D. The Manager may grant continuances on conference dates for good cause shown. The term "user" in this procedure is defined as the owner of the real estate, the occupant thereof and/or the user of the service. In addition, the District may wish to join lessees, lien holders, mortgage lenders or other persons with an appropriate interest in the subject premises and whose rights in the premises may be affected by continued enforcement procedures by the District. 2. Pre-Enforcement Conference A. The pre-enforcement conference shall be conducted by the Manager, or his designee. B. At the scheduled conference, the violation shall be explained in sufficient detail for parties to understand the nature of the violation and to begin abatement actions on said violation. C. No formal evidence or rules of evidence shall be in effect, the proceedings shall not be transcribed by a court reporter and documents or exhibits need not be marked as items of evidence. The purpose of the pre-enforcement conference is an attempt to gain voluntary compliance with the ordinances of the District. It is not penal in nature and is specifically designed as an informal process to assist users in complying with federal and state statutes and regulations and ordinances and regulations of the District. D. A plan for abatement and a schedule for compliance are to be initiated at this meeting. E. Within ten (10) working days following the pre-enforcement conference a letter shall be issued by the conference officer indicating the results of the conference, indicating a plan for abatement of a violation and indicating a schedule for compliance to be followed. In addition, the notice may contain dates of such future meetings as may be required to monitor progress until full compliance has been achieved. F. Extensions of time for compliance may be granted upon good cause shown in a subsequent conference and at the request of either the District or the user. All requests for extensions shall be in writing and set forth specific facts upon which the request is based. 3. Emergency Hearing. If hazardous or emergency conditions exist, a user may be notified by telephone or telegram to appear immediately or on the following day(s). 29 4. No Agreement. If during the pre-enforcement conference the parties are unable to agree upon the nature of compliance or the schedule of compliance, or the users fail to appear, the conference officer may recommend that the user be required to show cause why its discharge into the public sanitary sewer system should not be disconnected and prohibited, or in the case of nonpayment of wastewater service charges,take steps to disconnect water service. 5. The pre-enforcement conference is an option process which may be instituted by the District. The District may, in its discretion, bypass the pre-enforcement conference or terminate the conference at any time after it has been instituted and in substitution therefore may institute a show cause hearing procedure or institute a court proceeding for fine and/or injunction whenever the District determines that it is in the best interests of the District to so proceed. II. Show Cause Hearing Procedure The show cause hearing procedure is instituted by the District in an attempt to gain voluntary compliance with the statutes of the United States and the State of Illinois, the rules and regulations attendant thereto, and the ordinances, rules, regulations and policies of the District. The show cause hearing procedure is to be used when the conciliation conference procedure breaks down; to be used when there are serious violations or potential harm to the District treatment facility capacities or processes; or potential harm to the District sanitary sewers, their capacities and the possible danger to other users of District facilities whether due to back-up problems or safety hazards. In addition, the show cause procedure may be used in cases of persistent non- payment of user charges. At the show cause hearing testimony is taken, District personnel may be called upon to testify concerning their activity in the matter and the respondent is given an opportunity to present evidence. These hearings may result in an order requiring the user (respondent) to comply with provisions of the ordinance, state or federal statutes and regulations by a certain date. If the user fails to comply with the order, then a recommendation shall be forthcoming as follows: 1. That a lawsuit be filed to seek injunctive relief, and/or 2. That a lawsuit be filed requesting a fine for each day that the violation continues, or 3. That the District take steps to disconnect the subject property from the public sanitary sewer system and, in the case of nonpayment of wastewater service charges,take steps to disconnect sanitary sewer service or water service. SHOW CAUSE HEARING PROCEDURE 1. Notice 30 A. A notice of hearing shall be forwarded to the respondents along with a complaint setting forth sufficient details for the user to begin abatement action. B. The notice shall set the time, date and place of a hearing not less than ten (10)nor more than twenty one (21) days from the mailing of said notice. C. The notice shall be mailed U.S. mail, postage prepaid, and addressed to the user's last known address. The mailing of notice shall be construed as service. Notice may also be served personally upon the user. 2. Discovery A. Witnesses and Evidence. Prior to the hearing, and upon specific written request by the respondent. (1) The District shall identify all witnesses or potential witnesses and all items of physical evidence. (2) The District shall make District employees available for respondent's cross-examination at the time of a hearing. (3) The District will make available all physical evidence for inspection, testing or copying prior to the hearing. (4) The District will request, in writing, the presence of any witness requested by the respondent and that the respondent expects to call for testimony at the hearing. B. The District may request respondent to respond with similar discovery. C. The District and respondent may enter into stipulations of fact or law. 3. Hearing A. Hearing proceedings shall be recorded by a certified court reporter. B. The Hearing Officer shall be one or more persons appointed by the Board of Trustees of the District. C. The Hearing Officer shall open the hearing for record by stating the Hearing Officer's name, position, and his authority for holding the hearing, stating the name and address of the respondent, and the violation alleged. Respondent may waive notice orally or in writing. 31 D. The Hearing Officer will then ask for the appearances of the parties and in response thereto, the persons representing the various parties shall state for the record their names and whom they represent. E. The attorney for the District will have the notice marked as an exhibit and will offer the notice into evidence. The respondent shall be provided an opportunity to indicate any objections to the notice having been received for the purpose of showing due notice given. F. The Hearing Officer shall determine for the record whether or not due notice has been given. G. Opening Statement. The hearing officer shall offer each party a reasonable time to make an opening statement. H. Taking of Evidence (1) All witnesses shall be sworn individually or as a group. (2) The District shall call its witnesses. The attorney for the District shall conduct direct examination of District witnesses after which respondent shall be given an opportunity to cross-examine these witnesses. (3) The Hearing Officer may inquire of any witnesses. (4) The Hearing Officer shall inquire whether there is any redirect examination after there has been cross-examination. If there is redirect examination, there shall also be allowed a recross- examination by the respondent. (5) The same procedure in examining District witnesses shall apply to the respondent's witnesses. (6) All exhibits shall be marked for identification by the court reporter. When an exhibit is offered into evidence, the Hearing Officer shall inquire of the opposing party whether there is any objection to the exhibit being received. The Hearing Officer shall indicate for the record whether the exhibit is or is not received in evidence. (7) Stipulations of fact or evidence may be used in appropriate cases. All stipulations shall be read into the record if an oral stipulation, or 32 shall be in writing and attached to the record. All stipulations are to be treated as an admission of the facts contained in said stipulation. I. Objections (1) Any party may make objections to exhibits or documents presented by the other party. (2) The Hearing Officer shall rule on all objections which may be "sustained", "overruled", or the hearing officer may "reserve the ruling." In the event the Hearing Officer fails to make a ruling prior to the conclusion of the hearing, the attorney for the District or the respondent may request such a ruling. Failure to request a ruling waives the objection. J. District's Case. The District must establish as follows: (1) Notice of the alleged violation and the time, place and date of the hearing. (2) The ordinance which has been violated must be set forth. (3) The nature of the violation alleged in the complaint specifically referring to facts which give rise to the complaint, the results of test data, if any. Testimony of District employees, citizens or any person may be obtained in addition to documentary evidence, reports and other indications of a violation. K. Respondent's Case (1) The respondent may assert that the District has failed to establish one or more of the elements required by its ordinances. (2) Assuming the District has established a violation of its ordinance, the respondent may establish what, if anything, the respondent has done to correct the situation and what still remains to be done in the future, indicating a projected compliance date. L. Reply. At the close of the respondent's case, the hearing officer will inquire as to whether the District wishes to offer any rebuttal evidence. M. Closing Argument. The Hearing Officer shall offer each party a reasonable time to make a closing statement or summation. The District shall be allowed a rebuttal after respondent's closing argument. 33 N. The Hearing Officer may, at his discretion, continue the hearing. In addition, he may order any party to submit copies of any and all documents, letters, reports or any other documentary or physical evidence to the opposing party which physical evidence should be submitted several days prior to the next hearing date in order to allow the opposing party time to review same. 4. Decision A. All findings of fact should be specific. B. There should be a finding made concerning whether the District has established a violation. C. Any findings which involve prior consents or pre-enforcement conference agreements should contain the dates of the meetings and compliance schedules. D. Findings should include dates of inspections or samples. E. Findings should include specific violations or ordinances indicating the ordinance by article and paragraph. 5. Recommendations. When the findings establish that a violation is established by the District the hearing officer shall request the District to make specific recommendations to cure the violations. Recommendations will necessarily vary depending upon the facts and circumstances in the case. Where a violation is found,the recommendation may include the following: A. That the respondent shall cease and desist discharging in violation of District ordinances, or B. That the respondent shall install an inspection manhole on or before a specified date, or C. That the respondent shall take certain steps (these steps to be enumerated)to correct District ordinance violations on or before a specified date. D. That if the respondent shall fail to comply with the foregoing recommendations, the attorney for the District be authorized and directed to seek appropriate relief. 34 E. Unless respondent provides a justifiable reason for additional time to comply, the recommendation should also be made for immediate compliance. F. Where a recommendation provides a substantial period of time given to correct a violation,the recommendation should also include the following: (1) That a construction or compliance time schedule should be submitted to the District by a specific date. (2) That progress reports be required of the respondent on a weekly, bi- weekly or monthly basis. Such reports shall contain chemical analysis where applicable. (3) That specific interim measures be taken to minimize the violations during the time compliance is proceeding. (Note: Progress reports and analysis may be used to judge the effectiveness of the interim measures.) G. That the following forms of relief be initiated by the District's attorney, namely: (1) Seek a court injunction to enjoin such violations. (2) Seek a court ordered fine for each day the violation continues as provided in the ordinance. (3) Order disconnection from the public sanitary sewer system and, in the case of nonpayment of wastewater service charges order disconnection of sanitary sewer service or water service. H. Where non-payment of user charges is found, the recommendations shall include the following: (1) That the respondent shall pay all of the following costs and charges incurred,namely: (a) All user charges including the most recently billed statement. (b) All penalties assessed thereon. (c) All costs, recording fees and legal expenses incurred in connection with collection of the delinquent account. 35 (2) That the respondent post a bond or cash deposit in lieu of a bond in such amount of twice the billing period average, or the anticipated average use to such user. (3) That a time schedule for compliance be established for performance of subparagraphs (1) and(2) above. (4) That disconnection procedures be undertaken if the provisions herein are not fully completed. I. In the event a compliance schedule has been ordered, and at any time during said time period the respondent becomes aware of facts which indicate a need for an extended compliance date, the respondent shall petition the Manager with a written affidavit setting forth the order of the District, the compliance schedule and the reasons for requesting an extended compliance date. All reasons shall be set forth in detail including, where applicable, letters or other documents from contractors or suppliers indicating a new proposed compliance date. The Manager shall grant or deny the petition, or may establish a compliance date different from that requested in the petition. The granting of an extended compliance date shall not be construed as any abandonment of previous decisions except as to the extended date for compliance. Any and all previously ordered penalties shall remain in full force and effect, except as extended pursuant to this subparagraph. In the event the Manager denies a user's petition for an extended compliance date, or alters the compliance date to a period of time less than requested, the user may request a new Show Cause Hearing for the sole purpose of introducing evidence on the issue of the time reasonably required to comply with a previous order. J. In all cases where the Hearing Officer finds that a violation has occurred, the Hearing Officer may assess the costs of enforcement as part of the recommendations. These costs may include, but shall not be limited to the following: (1) Hearing officers fees. (2) Court reports costs,including transcript. (3) Service fees. (4) District attorney's fees actually incurred. (5) Title company charges and recording fees. (6) Newspaper publications. 36 (7) Expert witness examination and testimony fees incurred. (8) Independent chemical or laboratory analysis charges incurred. (9) Disconnection charges. These charges shall be waived by the Hearing Officer upon presentation of a pauper's affidavit by or on behalf of a user. 6. Effective Date. The enforcement procedure decision becomes effective and final upon the issuance of findings with recommendations from the hearing officer. 7. Court Review A. This enforcement procedure is hereby made expressly subject to the "Administrative Review Act" of the State of Illinois as set forth in Illinois Compiled Statutes, 735 ILCS 5/3-101 et.seq., as amended from time to time. B. For purposes of court review, venue shall be in the Eighteenth Judicial Circuit, DuPage County, Illinois. C. In the event any respondent appeals any order, or findings and recommendations made pursuant to this enforcement procedure, then, absent the filing of a pauper's affidavit, said respondent shall forward to the District all costs incurred by the District in preparing and certifying the record of proceedings before the District which costs shall include, but not be limited to, reproduction costs of the District record, costs of obtaining a copy of the court reporter's transcript and an administrative charge of Twenty-five Dollars ($25.00) for the cost of staff time to collect, prepare, certify and forward the record of proceedings to the court. Failure to make such payment or file said pauper's affidavit shall relieve the District from filing any answer to the Administrative Review proceeding and the District shall order the District's attorney to motion the court to dismiss the complaint and request entry of a judgement against the respondent and in favor of the District for any amounts shown due by orders, findings and recommendations of the District and for costs. D. In the event any portion of this enforcement procedure should be held by a court of competent jurisdiction, to be invalid or unenforceable, such invalid or unenforceable provisions shall be intended to be severable and the remaining provisions of this ordinance shall be construed to be enforced to the extent that such enforcement is reasonable. 37 E. The procedures under this enforcement procedure shall not be the exclusive remedy of the District and shall not preclude the District from requesting or obtaining a court ordered injunction to prohibit wastes or harmful materials or flows from entering or being discharged into the District system; shall not preclude the District from seeking any other court remedies that may be available to the Sanitary District; and shall not preclude the collection of user charges pursuant to Illinois Compiled Statutes, 70 ILCS 3010/17, as Amended. 8. Disconnection Procedure. When the District commences disconnection of sanitary sewer or water service,the following procedure shall apply: A. Notice. At least thirty(30) days prior to disconnection, written notice shall be mailed, certified mail,return receipt requested,to the following: (1) Property owner. (2) Mortgage and lien holders of record. (3) Taxpayer (4) Occupant (5) Health Department of the appropriate municipality and DuPage County. B. The notice shall contain the remedy, if any, that will forestall said disconnection. C. No property disconnected under any enforcement action shall be reconnected to the District or have water service resumed until prior payment of all costs, fees, charges and expenses incurred by the District in conjunction with the enforcement proceedings and the disconnection of said property; and until the appropriate remedy has been completed which ensures compliance with state and federal laws and regulations and District ordinances. 38 ARTICLE VIII-NOTICES Section 1. Whenever and wherever within the boundaries of the District it shall be made to appear that any person is violating any of the provisions of this ordinance, the Manager may(but is not required as a condition precedent to prosecution for violation) cause to be served,personally or by mail, upon the alleged offender, a notice in writing stating the date and nature of the alleged offense, and directing that the same cease and desist immediately upon service of the notice, and that the act or omission causing such violation be corrected within thirty days or within such reasonable time as the circumstances may require. Section 2. The failure, neglect and refusal of the person, alleged to be in such violation, to cease and desist therefrom within the time stated in such notice, shall be deemed a violation of the provisions of this ordinance, and punishable as hereinafter provided. 39 ARTICLE IX-PROTECTION FROM DAMAGE No person shall maliciously, willfully or wantonly break, damage, destroy, uncover, deface or tamper with any of the sanitary sewers, appurtenances, equipment, machinery, lift stations, or structures of the wastewater treatment center owned and operated by the District. Any violation hereof shall be punishable as hereinafter provided. 40 ARTICLE X-PENALTIES Section 1. Any person who is apprehended in the violation of the provisions of any of the articles of this ordinance shall be taken before any judge or magistrate serving in the 18th Judicial Circuit, DuPage County, Illinois and there charged and prosecuted in the name of the People of the State of Illinois,pursuant to the Criminal Code of the State of Illinois as made and provided. Section 2. Any person found to be violating any of the provisions hereof and who fails, and neglects and refuses to comply with the provisions thereof within the time limited thereby, shall be prosecuted in an action for a misdemeanor instituted on the complaint of the Trustees or Manager of the District before a magistrate or judge of the 18th Judicial Circuit, DuPage County, Illinois, or before a magistrate or judge of the Circuit Court wherein the offense occurs, and upon conviction shall be fined an amount not less than $25.00 and not exceeding $500.00 and costs. Each day in which any violation shall continue shall be deemed a separate offense. Section 3. The District shall have the right to discontinue service to any person, firm or corporation whenever said person, firm or corporation shall have been shown to be in violation of this ordinance. Section 4. The District shall have the right to plug or disconnect the sanitary sewer at any point in the building sanitary service whenever any person shall be shown to be in violation of this ordinance. Section 5. In the case of a violation of this ordinance for the nonpayment of wastewater service charges, the District shall have the right to require the termination of water service to property by the supplier of the water, in addition to all other rights as provided by this ordinance. 41 ARTICLE XI- GENERAL PROVISIONS Section 1. The foregoing penalties and prosecutions therefore shall not be held or construed as constituting a bar, release or waiver by the District to the prosecution by the District for any civil damages it may sustain because of violations by any person of the provisions hereof, and where it shall appear that such violation has occasioned damage to the appurtenances, machinery, equipment and buildings of the District. Section 2. It is hereby made the duty of the Manager to enforce full compliance with the provisions of this ordinance in every particular relating to the sewer connections, construction of building sanitary services and plumbing work, and the exclusion of all improper substances from the sanitary sewers. Section 3. The Manager or other duly authorized person of the District herein authorized to issue permits, shall require any sewer builder or contractors seeking a permit from this District, which will include therein the breaking or entering through the surface or sub-surface of any street in said District, which is also located within the corporate limits of any municipality to produce a permit from said municipality as may be required by said municipality for the breaking or entering the surface or sub-surface of such street,before any permit will issue from the District. Section 4. The invalidity of any section, clause, paragraph or provision of this ordinance shall not affect the validity of other provisions of this ordinance which may be given effect without such invalid part or parts. Section 5. All ordinances or parts of ordinances of the District in conflict with the provisions herein are hereby expressly repealed. Section 6. This ordinance shall be in full force and effect from and after its passage, approval and publication as provided by statute. 42 '" Fox Metro Water Reclamation District 682 State Route 31-Oswego, Illinois 60543-8500 Engineering Inquiries(630)301-6882 Inspections(630) 301-6811 Rev:5/3/12 FEE SCHEDULE FOX METRO WATER RECLAMATION DISTRICT Following is a brief overview of some of the various fees currently being charged by the Fox Metro Water Reclamation District. This is not a full list of all fees but does show the most commonly billed charges. USER CHARGE RATES The following sewer rate fees are charged throughout the Fox Metro Water Reclamation District for the processing of domestic wastes: $3.79 per 1,000 gallons of water used. Quantities of wastewater processed are determined from water meter readings. In those cases where the source of water is an unmetered well, 17,000 gallons of water is presumed used per calendar quarter for a residence. Unmetered commercial wells are presumed to use 50,000 gallons per calendar quarter. Unmetered industrial wells are not permitted in the District. INDUSTIRAL SURCHARGE RATES Non-residential users may be subject to industrial surcharge rates and additional fees where applicable. (Please contact our Pre-Treatment department at 630-301-6820 for additional details) CONNECTION PERMIT FEES—ORDINANCE 4829 *RESIDENTIAL- Includes single-family dwelling units,multi-family dwelling units, and manufactured mobile home units. Connection charges in newly developed residential subdivisions are based on the gross density and shall be assessed as follows: Greater than or equal to 2 dwelling units per acre=$1,650 per dwelling unit Greater than or equal to 1,but less than 2 dwelling units per acre=$2,250 per dwelling unit Less than 1 dwelling unit per acre=$3,400 per dwelling unit *NON-RESIDENTIAL- $1,650 per Fox Metro WRD unit(as calculated by Fox Metro) 1 The number of Fox Metro WRD units applicable is defined below: FIXTURE CHARGES NUMBER OF FOX METRO WRD UNITS a. *Each outlet not specifically detailed herin *0.5 (Common examples include,but are not limited to:sinks(per hot/cold source),water closets, urinals,drinking fountains(per drink station),soda dispensers,ice makers,dipper wells, "Bradley"sinks(per wash station),dish washers,interior hose bibs etc.) b. Each public shower(each shower head) 1.0 c. Each automatic washing machine: 0— 15 lbs. in capacity 0.5 16—25 lbs in capacity 0.75 26&up in capacity 1.0 d. Each floor drain, open site drain,hub drain, 0.2 Trench drain(per outlet). e. Each dentist tray station 0.2 f. Eye wash stations 0.2 (Includes one water source and corresponding floor drain) SPECIFIC USE CHARGES NUMBER OF FOX METRO WRD UNITS g. ** Restaurants and Theaters" Seating capacity exclusive of other fixture units. Totals Seats: 0—50 0.5 51 - 100 1.0 101 -200 2.0 201 -300 3.0 Each additional 100 1.0 h. ** Car Wash Facilities: Manual Car Wash(with re-circulation)—Each enclosed bay 3.0 Automatic Car Wash(with re-circulation)—Each production line 5.0 i. Motels/Hotels: Each room with washroom only(containing only a bath or shower,with toilet and sink) 0.5 (Additional fixtures will be charged as indicated above under"fixture charges") 2 * Manufacturing equipment or other various waste stream generators could incur higher unit charges.These shall be taken into account on a case-by-case basis. ** These fees are in addition to"fixture charges"shown above. MISCELLANEOUS CHARGES (All charges listed above are non-refundable) j. Holiday&weekend inspections *$150 *Inspection time up to two(2)hours (including travel) (Additional$100 per hour after initial(2)hour period) T.V. INSPECTION CHARGES: Civil engineering plans shall be submitted for review to the Fox Metro Water Reclamation District engineering department for all new construction or for the modification of the existing sanitary sewer system. These plans will be checked to see whether all the provisions of the District's Sewer Use Ordinance have been met. The cost for this plan review is included in the television inspection fee. The plan review and t.v. inspection charge is $2.20/ft. of proposed sewer eight(8)inches in diameter or greater. *ANNEXATION/INFRASTRUCTURE PARTICIPATION FEE: Land(s)requiring annexation to the District will be charged a one-time fee of$1,650.00 per acre. In some cases an Infrastructure Participation Fee(I.P.F.)may be applicable to any given proposed development depending on its geographical location.Fox Metro's engineering department can help in determining whether or not a given area may be subject to these charges. The service areas and the amounts payable in each service area,inclusive of the $1,650.00 per acre are provided as follows: 1. JOLIET ROAD SERVICE AREA-$3,150.00 PER ACRE 2. RANDALL ROAD SERVICE AREA-$2,889.00 PER ACRE 3. COPLEY SERVICE AREA-$2,963.00 PER ACRE 4. MORGAN CREEK/SOUTHWEST/OSWEGO SERVICE AREA—$7,830.00 PER 5. BURLINGTON NORTHERN/EOLA ROAD SERVICE AREA-$3,567.00 PER ACRE 6. WAUBONSEE INTERCEPTOR 5-5 PH. 2 (CALVARY TEMPLE) SERVICE AREA- $2,104.00 PER ACRE 7. ORCHARD ROAD/OAK STREET SERVICE AREA-$3,354.00 PER ACRE 8. SUGAR GROVE SERVICE AREA-$7,830.00 PER ACRE 9. FOX BEND SERVICE AREA-$2,500.00 PER ACRE 10. BLACKBERRY CREEK SERVICE AREA-$4,145.00 PER ACRE 11. DEERPATH/HANKES ROAD SERVICE AREA-$3,230.00 PER ACRE * (Connection, annexation and I.P.F. charges are subject to increase without notice, as directed by the Board of Trustees of the Fox Metro Water Reclamation District) 3 Yorkville Bristol Sanitary District- Rates &Fees Page 1 of 1 OYBSD )V_qK\H i [ 'iRJSfOl.SAN ITAKY DISTRICT HOME PAGE AoouT Us FEE SCHEDULE ADMINISTRATION Yorkville-Bristol Sanitary District Fee Schedule PHoTo GALLERY Annexation Fee: $4,228.00 per acre AWARim Infrastructure Fee: $4,228.00 per acre CONTACT Connection Fee: $1,400 per unit IEPA Permit Review Fee: $.50 per lineal foot,eight inch diameter or larger Sanitary Sewer LINKS $800.00 Minimum DiscLmmm RzEmom or Rates effective as of the March 8,2010 Board Meeting INFORMATION AC:'j' For more information,or if you have questions, please contact: Kevin Collman Yorkville-Bristol Sanitary District 630-553-7657 Home Page I About Us I Board of Trustees I Administration I Photo Gallery Rates&Fees Awards Contact Us I Links I Disclaimer http://www.ybsd.org/rates feeschedule.htm 12/12/2012 Ordinance #200641 - AN ORDINANCE REGULATING THE USE OFPUBLICANDPRIVATESEWERSANDDRAIN5, PRIVATE WA5TEWATER DISPOSAL, THE INSTALLATIONAND CONNECTION OF BUILDING SEWERS, AND THE DISCHARGE OF WATERSAND WA5TE5INTO THE PUBLIC SEWER SYSTEM; AND PROVIDING PENALTIES FOR VIOLA TION5 THEREOF, IN THE YORKVILLE-BRISTOL 5ANITARYDISTRICT, COUNTY OFKENDALL, 5TATEOF ILLIN015AS PASSED AND APPROVED ON THE 15th DAY OF SEPTEMBER, 1975AND ASAMENDED, OCTOBER 9, 2006, JANUARY 14, 2008, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE YORKVI LLE- BRISTOL SANITARY DISTRICT OF KENDALL COUNTY, ILLINOIS : ARTICLE I DEFINITIONS Section 1 : Unless the context specifically indicates otherwise, the meaning of terms used in this I Ordinance shall be as follows : j " Batch Production " represents a customary routine discharge of acceptable strength waste. " Building drain" shall mean that part of the lowest horizontal piping of a drainage system which receives the discharge from soil, waste and other drainage pipes inside the walls of the building and conveys it to the building sewer, beginning five (5) feet ( 1 . 5 meters) outside the interface of the building wall . i " Building sewer" shall mean the extension from the building drain to the public sewer or other place of disposal, also called house connection . "Chemical Oxygen Demand (COD) " shall mean the quantity of oxygen utilized in the chemical oxidation of organic matter under standard laboratory procedures . " Easement" shall mean an acquired legal right for the specific use of land owned by others. " Executive Director" shall mean the Executive Director of the Yorkville-Bristol Sanitary District, or his authorized deputy, agent or representative. " Fats, Oils, or Grease (FOG)" shall mean any hydrocarbons, fatty acids, soaps, fats, waxes, oils and any other material that is Hexane soluble or equivalent. " Floatable Oil " is oil, fat, or grease in a physical state such that it will separate by gravity from wastewater by treatment in an approved pre-treatment facility . A wastewater shall be considered free of floatable fat if it is properly pre-treated and wastewater does not interfere with the collection system . " Flow" shall mean volume of wastewater. "Garbage" shall mean the animal and vegetable waste resulting from the handling, preparation, f cooking and serving of foods . " Hexane Extractable Material or " HEM " shall mean the oil & grease extracted from a wastewater sample using USEPA Method 1664 as found in USEPA document EPA-821 -6-94-004 dated October, 1994 . Pagel of 23 "Industrial Wastes" shall mean the wastewater from industrial processes, trade, or business as distinct from domestic or sanitary wastes. " May" is permissive (see "shall") . " Natural Outlet" shall mean any outlet, including storm sewers and combined sewer overflows, into a watercourse, pond, ditch, lake, or other body of surface or ground water. " Normal Domestic Waste" means 100 gallons per person per day which contains 200 milligrams per liter of BOD and 250 milligrams per liter of suspended solids . i " NPDES Permit" means Permit Number IL0036412 issued to the Yorkville- Bristol Sanitary District by the Director, Enforcement Division , U . S. Environmental Protection Agency, Region V, in compliance with the provisions of the Federal Water Pollution Control Act, as amended (33 U . S .C . - Section 1251 et, seq . ) . " Pass Through" is a discharge which exits the Yorkville- Bristol Sanitary District's discharge into waters I of the United States in quantities or concentrations which, alone or in conjunction with a discharge or discharges from other sources, is a cause of a violation of any requirement of the Yorkville- Bristol Sanitary District's NPDES permit, including an increase in the magnitude or duration of a violation . " Person" shall mean any individual, firm, company, association, society, corporation, or group. i " PH " shall mean the reciprocal of the logarithm of the hydrogen ion concentration . The concentration is the weight of the hydrogen ions, in grams, per liter of solution . Neutral water, for example, has a PH value of 7 and a hydrogen-ion concentration of 10 . " Polar Hexane Extractable Material or " P-HEM " shall mean vegetable oils, animal fats, other highly degradable oils and other polar hydrocarbons as determined by subtracting a sample's SGT- HEM content from its HEM content. " Pretreatment" shall mean the reduction of the amount of pollutants, the elimination of pollutants, or the alteration of the nature of pollutant properties in wastewater to a less harmful state prior to or in lieu of discharging or otherwise introducing such pollutants into a POTW. " Pretreatment Requirements" shall mean any substantive or procedural requirement related to pretreatment, other than a National Categorical Pretreatment Standard, imposed on an industrial user. " Prohibitive Discharge Standard" shall mean any regulation developed under the authority of Section 307(b) of the Act and 40 CFR, Section 403 . 5 . Page 2 of 23 " Properly Shredded Garbage" shall mean the wastes from the preparation, cooking, and dispensing of foods that have been shredded to a degree that all particles will be carried freely under the flow conditions normally prevailing in public sewers, with no particle greater than 1/2 inch ( 1 . 27 centimeters) in any dimension . " Public Sewer" shall mean a common sewer controlled by a governmental agency or public utility. "Sanitary Sewer" shall mean a sewer that carries liquid and water-carried wastes from residences, commercial buildings, industrial plants, and institutions together with minor quantities of ground, storm and surface waters that are not admitted intentionally, i i "Sewage" is the spent water of a community . The preferred term is "wastewater". "Sewer" shall mean a pipe or conduit that carries wastewater or drainage water, i i "Shall " is mandatory (see " may") . i "Slug" shall mean any discharge of water or wastewater which in concentration of any given constituent or in quantity of flow exceeds for any period of duration longer than fifteen ( 15) minutes more than five (5 ) times the average twenty-four (24) hour concentration or flows during normal operation and/or shall adversely affect the collection system and/or performance of the wastewater treatment works. I "Storm rain" (sometimes termed Al storm sewer") shall mean a drain or sewer for conveying water, i groundwater, subsurface water, or unpolluted water from any source. "Suspended Solids" shall mean total suspended matter that either floats on the surface of, or is in suspension in, water, wastewater, or other liquids, and is removable by laboratory filtering as prescribed in "Standard Methods for the Examination of Water and Wastewater" and referred to as nonfilterable residue . " Unpolluted Water" is water of quality equal to or better than the effluent criteria in effect or water that would not cause the violation of receiving water quality standards and would not be benefitted by being discharged to the sanitary sewers and the wastewater treatment facilities provided . "Wastewater" shall mean the spent water of a community. From the standpoint of source, it may be a combination of the liquid and water-carried wastes from residences, commercial buildings, industrial plants, and institutions, together with the groundwater, surface water, and stormwater that may be present. "Wastewater Facilities" shall mean the structures, equipment, and processes required to collect, i i carry away, and treat domestic and industrial wastes and dispose of the effluent. "Wastewater Treatment Works" shall mean an arrangement of devices and structures for treating Page 3 of 23 t wastewater, industrial wastes, and sludge . Sometimes used as synonymous with "waste treatment plant" or "wastewater treatment plant" or "water pollution control plant. " "Watercourse" shall mean a natural or artificial channel for the passage of water either continuously or intermittently. ARTICLE II USE OF PUBLIC SEWERS REQUIRED Section 1 : It shall be unlawful for any person to place, deposit, or permit to be deposited in any unsanitary manner on public or private property within the Yorkville-Bristol Sanitary District or in any area i under the jurisdiction of said Yorkville-Bristol Sanitary District, any human or animal excrement, garbage or objectionable waste . Section 2 : It shall be unlawful to discharge to any natural outlet within the Yorkville-Bristol Sanitary District, or in any area under the jurisdiction of said Yorkville- Bristol Sanitary District, any wastewater or polluted waters, except where suitable treatment has been provided in accordance with subsequent provisions of this ordinance . Section 3 : Except as hereinafter provided, it shall be unlawful to construct and maintain any privy, privy vault, septic tank, cesspool, or other facility intended or used for the disposal of wastewater within the limits of the Yorkville- Bristol Sanitary District, Section 4 : The owners of all houses, buildings, or properties used for human occupancy, employment, recreation, or other purposes, situated within the limits of the Yorkville- Bristol Sanitary District and abutting on any street, alley, or right-of-way in which there is now located or may in the future be located a public sanitary sewer tributary to the Yorkville- Bristol Sanitary District, is hereby required at the owners' expense to install suitable toilet facilities therein, and to connect such facilities directly to the proper public sanitary sewer in accordance with the provisions of this ordinance, within ninety (90) days after date of official notice to do so, provided that the said public sewer is within one hundred ( 100) feet of the property line . Section 5 : Notwithstanding the terms of this Article, or any provision contained in this ordinance, in the event that the capacity of the Yorkville-Bristol Sanitary District sewage treatment plant has been reached, no further hook- ups shall be permitted . The Executive Director shall make the sole determination as E to when the capacity has been reached . i Page 4 of 23 ARTICLE III PRIVATE WASTEWATER DISPOSAL Section 1 : Where a public sanitary sewer is not available under the provisions of Article II, Section 4, the building sewer shall be connected to a private wastewater disposal system complying with the provisions of this article . Section 2 : Before commencement of construction of a private wastewater disposal system the owners shall first obtain a written permit signed by the Executive Director. The application for such permit i shall be made on a form furnished by the Yorkville-Bristol Sanitary District, which the applicant shall ii supplement by any plans, specifications and other information as are deemed necessary by the Executive Director. A permit and inspection fee of $250 . 00 shall be paid to the Yorkville- Bristol Sanitary District at the time the application is filed . Section 3 : A permit for a private wastewater disposal system shall not become effective until the installation is completed to the satisfaction of the Executive Director, The Executive Director shall be allowed to inspect the work at any stage of construction, and, in any event, the applicant for the permit shall notify the Executive Director when the work is ready for final inspection, and before any underground portions are covered . The inspection shall be made within forty-eight (48) hours of the receipt of notice by the Executive Director. Section 4 : The type, capabilities, location, and the layout of a private wastewater disposal system shall comply with all recommendations of the Department of Public Health of the State of Illinois. No permit shall be issued for any private wastewater disposal system employing subsurface soil absorption facilities where the area of the lot is less than 40,000 square feet. No septic tank or cesspool shall be permitted to discharge to any natural outlet. Section 5 : At such time as a public sewer becomes available to a property served by a private wastewater disposal system, as provided in Article III, Section 4, a direct connection shall be made to the public sewer within sixty (60) days in compliance with this ordinance, and any septic tanks, cesspools, and f similar private wastewater disposal facilities shall be cleaned of sludge and filled with suitable material . Section 6 : The owners shall operate and maintain the private wastewater disposal facilities in a sanitary manner at all times, at no expense to the Yorkville-Bristol Sanitary District. Page 5 of 23 Section 7 : No statement contained in this article shall be construed to interfere with any additional requirements that may be imposed by the Department of Public Health , ARTICLE IV BUILDING SEWERS AND CONNECTIONS Section 1 : No connection shall be made to any sewer of the Yorkville-Bristol Sanitary District i system or to any sanitary sewer tributary thereto, and no additional use shall be made of an existing connection thereto, until an application therefor is properly completed and submitted to the Sanitary District, plans and specifications therefor submitted when requested for approval by the Sanitary District and the charge therefor is i paid in full by the applicant to the Sanitary District. After a connection has been made pursuant to a permit issued as herein provided, the construction ditch shall be left open until the Sanitary District has been notified of the connection, and has inspected and approved the sewer construction and connection . Section 2 : Each applicant for connection to or additional use of such sewers shall be given credit for the number of units being served through an existing Yorkville-Bristol Sanitary District sewer, or a sanitary sewer tributary thereto, at the time the re-construction or remodeling of the building then served and/or to be I served is commenced . [Credit shall not be given for units not previously permitted by the District. There shall be i a ten percent ( 10%) Administration Fee applied to all refunds requested for units paid for, but not constructed as deemed by the Executive Director. Connection Permits shall expire one year after date of issuance . Amended I May 14, 2007 . ] Section 3 : CONNECTION AND INDUSTRIAL CHARGES Paragraph One: Definitions "Outlet" means each floor drain, wash basin, wash fountain, toilet, urinal, shower, air conditioner drain, water softener, backwash drain, water cooler, dentist tray drain, or other similar plumbing fixture and any orifice of any machine, vessel or tank of any kind, manifolded or singly, through which waste may flow into a sewer; the flow of which ultimately is processed by the Wastewater Treatment Works of the Yorkville-Bristol Sanitary District. Where not specifically covered in this ordinance, five ( 5 ) or less outlets shall constitute one ( 1 ) unit. F "Car Wash" means, but is not limited to, the use of mechanical conveyors, blowers and steam cleaning . i " Dry Industry" means an industry which discharges wastes other than industrial sewage, commonly I called industrial waste . Page 6 of 23 "Trench Floor Drain" means a floor drain, normally with a grating placed into the floor to accept and capture wastewater from the floor area . Each ten square feet of trench floor drain shall constitute one unit. Paragraph Two: For residential occupancy the connection charge shall be $ 1 ,400 . 00 per single family building and $ 1 ,400 .00 for the first unit and $ 1 ,400 .00 for each additional unit in a multiple family building . Paragraph Three: For all purposes other than residential, the connection charge shall be $ 1 ,400 .00 multiplied by the number of units applicable to the use classified as follows : i USE OF BUILDING NUMBER OF UNITS i STORES, MERCANTILE AND OFFICE BUILDINGS Each private toilet 1 Each public toilet with no more than three outlets 1 - 1/2 Each additional outlet 1/2 Soda Fountain 1 Grocery Stores, Meat Markets, or any food preparation area with garbage grinders 2 DRIVE-INS Each public toilet 1 - 1/2 Kitchens 1 - 1/2 RESTAURANTS AND THEATERS Garbage Grinders 2 Dishwasher 1 Food Service capacity number of persons 0-50 1 50- 100 2 100-200 3 Each private toilet 1 Each public toilet 1 - 1/2 SERVICE STATIONS Each public toilet 1 - 1/2 Wash rack 2 CLUBS Each toilet 1 - 1/2 Restaurant charge as above MOTELS AND HOTELS Each room with bath or shower and/or toilet 1/3 Each public toilet 1 - 1/2 Restaurant charge as above Page 7 of 23 MOBILE TRAILER PARKS Each trailer space with sanitary sewer outlet 1/2 Each automatic washer unit 1/2 Each public toilet 1 - 1/2 Each public shower 1 LAUNDRIES Each automatic washer unit 1/2 Each public toilet 1 - 1/2 SELF-SERVICE CAR WASH Per rack (covered ) 1 Per rack ( uncovered) 4 AUTOMATIC CAR WASH Each production line 10 Each public toilet 1 - 1/2 NURSING HOMES AND HOSPITALS Resident capacity of each building determined from Quotient to 2 architect's plans and specifications divided by 4 decimal points SCHOOLS Student capacity of each building determined from Quotient to 2 architect's plans and specifications divided by 12 decimal points i DORMITORIES, FRATERNITIES AND SORORITIES Resident capacity of each building as determined from Quotient to 2 architect's plans and specifications divided by 6 decimal points Paraqraph Four,# The industrial charge for new or additional producers of industrial sewage commonly called industrial wastes, shall be determined as follows : 1 ) The Yorkville- Bristol Sanitary District shall estimate the daily pounds of five-day bio-chemical oxygen demand ( BOD), the daily pounds of suspended solids and the daily flow in gallons of the wastes of the industry discharged to the Yorkville- Bristol Sanitary District sewer system or sewers tributary thereto . 2) The daily pounds of BOD so estimated shall be multiplied by six; the daily pounds of suspended solids so estimated shall be multiplied by five; the estimated daily gallons of flow shall be divided by one hundred; and these three figures shall be averaged to determine the estimated population equivalent for the industry. 3) The estimated population equivalent of the industry determined as above shall be multiplied by $ 100 .00 to determine the charge for the industry. 4) The minimum charge for a new industry shall be $ 1,400 . 00 (fourteen hundred dollars) . 5) When in the judgment of the Board of Trustees of the Yorkville-Bristol Sanitary District an industry shall be classified as an " unusual industry" the charge for such industry shall be determined separately and at the discretion of the Board of Trustees of said District. Page 8 of 23 6) All industry, in addition to the charges and provisions contained herein, shall be subject to all applicable State Statutes and Local Ordinances from time to time in force, especially as regards to installation of pre-treatment equipment and quantity and quality of the flow received by the District or tributary sewer lines from said industry. In the case of industry, each charge shall be reviewed by the Yorkville- Bristol Sanitary District at the i end of the first year of operation of said industry and shall be adjusted on the basis of the annual operation experience and settlement therefor, within three (3 ) months thereafter. Section 4 : A separate and independent building sewer shall be provided for every building ; except where one building stands at the rear of another on an interior lot where no private sewer is available or can be constructed to the rear building through an adjoining alley, court, yard, or driveway, the front building i may be extended to the rear building and whole considered as one building sewer, but the Yorkville-Bristol Sanitary District does not and will not assume any obligation or responsibility for damage caused by or resulting from any such single connection aforementioned . Section 5 : Old building sewers may be used in connection with new buildings only when they are found, upon examination and test by the Executive Director, to meet all requirements of this ordinance . i Section 6 : The size, slope, alignment, materials of construction of a building sewer and the � methods to be used in excavating, placing of the pipe, jointing, testing and backfilling the trench, shall all j I conform to the requirements of the building and plumbing code or other applicable rules and regulations of the Yorkville- Bristol Sanitary District. In the absence of the code provisions or in amplification thereof, the materials and procedures set forth in appropriate specifications of the ASTM and WEF Manual of Practice No . 9 shall apply. I Section 7 : Whenever possible, the building sewer shall be brought to the building at an elevation no less than 18 inches below the basement floor. In all buildings in which any building drain is too low to permit gravity flow to the public sewer, sanitary sewage carried by such building drain shall be lifted by an approved means and discharged to the building sewer. Section 8 : No person(s) shall make connection of roof downspouts, foundation drains, areaway drains, or other sources of surface runoff or groundwater to a building sewer or building drain which in turn is connected directly or indirectly to a public sanitary sewer unless such connection is approved by the Executive j I Director for purposes of disposal of polluted surface drainage . Page 9 of 23 Section 9 : The connection of the building sewer into the public sewer shall conform to the requirements of the building and plumbing code or other applicable rules and regulations of the Yorkville- Bristol Sanitary District, or the procedures set forth in appropriate specifications of the ASTM and the WEF Manual of Practice No. 9 . All Such connections shall be made gastight and watertight and verified by proper testing . Any deviation from the prescribed procedures and materials must be approved by the Executive Director before installation . Section 10 : The applicant for the building sewer permit shall notify the Executive Director when the building sewer is ready for inspection and connection to the public sewer. The connection and testing shall be made under the supervision of the Executive Director or his representative . I I Section 11 : All excavations for building sewer installation shall be adequately guarded with barricades and lights so as to protect the public from hazard . Streets, sidewalks, parkways, and other public I property disturbed in the course of the work shall be restored in a manner satisfactory to the Yorkville-Bristol Sanitary District, Section 12 : Plans shall be submitted to the Yorkville-Bristol Sanitary District for all new construction, modification of existing non- residential or multiple-family structures . These plans will be checked to see whether all the provisions of the District's Sewer User Ordinance have been met and to determine the connection fee . The Plan Review charge is $0 . 50 per foot of proposed sewer eight inches in diameter or greater, and shall be paid by developer prior to the execution of the EPA extension permit. The minimum Plan Review charge is $800 . 00 . Section 13 : ANNEXATION FEE Purpose of Fee. The cost of constructing sewers and treatment facilities must be borne by all persons benefitting therefrom . In order to make the cost of these improvements equitable to all receiving the benefit and to provide the District funds for their construction a fee is established . Amount of Fees. The fee shall be $3, 806 . 00 per acre and shall be payable upon annexation to the District. The annexation fee amount shall be established annually based on the indices printed in the publication " Engineering News Record " construction costs index . Page 10 of 23 Section 14 : INTERCEPTOR SEWERS All sanitary sewers within the boundaries of the Yorkville- Bristol Sanitary District 18 inches in diameter and larger shall be considered Yorkville- Bristol Sanitary District Interceptor Sewers . These sanitary sewers shall be owned and maintained by the Yorkville- Bristol Sanitary District, Paragraph 5. Section 1 : There is hereby established an infrastructure participation fee in the amount of $3,806 .00 per acre for each acre annexed to the District, which will be paid as the area is annexed or an i agreement is approved . The fee shall be payable prior to the signing of the Illinois E. P.A. permit application for on-site sanitary sewer improvements as determined by the Board , or at such other time as the Board may determine . The infrastructure fee amount shall be established annually based on the indices printed in the publication " Engineering News Record" construction costs index. ARTICLE V USE OF THE PUBLIC SEWERS Section 1 : No person (s) shall discharge or cause to be discharged any unpolluted waters such as i stormwater, groundwater, roof runoff, subsurface drainage, or cooling water to any sewer, except stormwater runoff from limited areas, which stormwater may be polluted at times, may be discharged to the sanitary i sewer by permission of the Executive Director, Section 2 : Stormwater other than that exempted under Section 1 , Article V, and all other unpolluted drainage shall be discharged to such sewers as are specifically designated as storm sewers or to a natural outlet approved by the Executive Director and other regulatory agencies. Unpolluted industrial cooling water or process waters may be discharged, on approval of the Executive Director, to a storm sewer, or natural outlet. Providing that all such unpolluted industrial cooling waters or process waters must pay a user charge as defined in Article VIII, Section 3, and also prior to the discharge of any such waters, the person(s) so discharging must obtain an Environmental Protection Agency permit from the State of Illinois permitting such discharge. i Section 3 : No person(s) shall discharge or cause to be discharged any of the following described waters or wastes to any public sewers : Page 11 of 23 a) Any gasoline, benzene, naptha, fuel oil, or other flammable or explosive liquid, solid or gas. b) Any waters containing toxic or poisonous solids, liquids, or gases in sufficient quantity, either singly or by interaction with other wastes, or injure or interfere with any waste treatment process, constitute a hazard to humans or animals, create a public nuisance, or create any hazard in receiving waters of the wastewater facilities. C) Any waters or wastes having a PH lower than 5 . 5, or having any other corrosive property capable of causing damage or hazard to structures, equipment and personnel of the wastewater facilities . d) Solid or viscous substances in quantities or of such size capable of causing obstruction to the flow in sewers, or other interference with the proper operation of the wastewater facilities such as, but not limited to, ashes, bones, cinders, sand, mud, straw shavings, metal, glass, rags, feathers, tar, plastics, wood, unground garbage, whole blood, paunch manure, hair and fleshings, entrails and paper dishes, cups, milk containers, paints (oil base, water base, or synthetic) etc. , either whole or ground by garbage grinders . Section 4 : The following described substances, materials, waters, or waste shall be limited in discharges to municipal systems to concentrations or quantities which will not harm either the sewers, wastewater treatment process or equipment, will not have an adverse effect on the receiving stream, or will not otherwise endanger lives, limb, public property, or constitute a nuisance . The Executive Director may set limitations lower than the limitations established in the regulations below if in his opinion such more severe limitations are necessary to meet the above objectives. In forming his opinion as to the acceptability, the Executive Director will give consideration to such factors as the quantity of subject waste in relation to flows and velocities in the sewers, materials or construction of the sewers, the wastewater treatment process employed, capacity of the wastewater treatment plant, degree of treatability of the waste in the wastewater treatment plant, and other pertinent factors . The limitations or restrictions on materials or characteristics of waste or wastewater discharged to the sanitary sewer which shall not be violated without approval of the Executive Director are as follows : a) Wastewater having a temperature higher than 150 ° Fahrenheit or 65 °C. b) Any garbage that has not been properly shredded (see Article 1 , Section 13) . Garbage grinders may be connected to sanitary sewers from homes, hotels, institutions, restaurants, hospitals, catering establishments, or similar places where garbage originates from the preparation of food in kitchens for the purpose of consumption on the premises or when served by caterers. C) Any waters or wastes containing iron, chromium, copper, zinc, and similar objectionable or toxic substances to such degree that any such material received in the composite wastewater at the wastewater treatment works exceeds the limits established by the Executive Director for such materials . Page 12 of 23 d) Any waters or wastes containing odor- producing substances exceeding limits which may be established by the Executive Director. e) Any radioactive wastes or isotopes of such half- life or concentration as may exceed limits established by the Executive Director in compliance with the applicable state or federal regulations . f) Quantities of flow, concentrations, or other which constitute a "slug" as defined herein . g ) Waters or wastes which may cause violation of water quality standards, containing substances which are not amenable to treatment or reduction of the wastewater treatment process employed, or are amenable to treatment only to such degree that the wastewater treatment plant effluent cannot meet the requirements of other agencies having jurisdiction over discharge to the receiving waters. h) Any water or wastes which, by interaction with other water or wastes in the public sewer system, release obnoxious gases, form suspended solids which interfere with the collection system, or create a condition deleterious to structures and treatment processes . i) Wastewater containing more than 200 milligrams per liter of BOD, or more than 250 milligrams per liter suspended solids . A COD measurement shall be made in place of BOD whenever a sample contains pollutants which interfere with the accuracy of the BOD test. The COD concentration shall not exceed 400 milligrams per liter. j) Wastewater containing more than 25 milligrams per liter of Ammonia Nitrogen (NH3 - N), 5 milligrams per liter of total Phosporous (P) and 50 milligrams per liter of Hexane Extractable Materials (HEM), which can include but is not limited to cooking oils, diesel fuel, petroleum oils, cutting oils, grease, animal fat, etc. Section 5 : If any waters or wastes are discharged or are proposed to be discharged to the public sewers, which waters contain the substances or possess the characteristics enumerated in Section 4 of this i i Article, or which in the judgment of the Executive Director, may have a deleterious effect upon the wastewater facilities, processes, equipment, or receiving waters or which otherwise create a public nuisance, the Executive Director may : a) Reject the wastes . b) Require pretreatment to an acceptable condition for discharge to the public sanitary sewers. C) Require control over the quantities and rates of discharge, and/or d ) Require payment to cover added costs of handling and treating the wastes not covered by ad valorem taxes, uniformly imposed throughout the confines of the Yorkville- Bristol Sanitary District or sewer charges under the provisions of Section 10 of this Article. If the Executive Director permits the pretreatment or equalization of waste flows, the design and installation of the plants and equipment shall be subject to the review and approval of the Executive Director. e) Issue a Discharge Permit to industrial or commercial dischargers and charge a fee. Page 13 of 23 f f) Charge a fee for monitoring, inspection, and surveillance, by recapturing the cost of collection and analysis of the strength of a User's (industry) discharge, and reviewing required reports submitted . Require all reports and information, etc , be signed by an authorized person of responsible charge . g ) Charge fees for reviewing and responding to accidental discharges . h) Charge other fees as the Yorkville- Bristol Sanitary District may deem necessary to carry out the requirements obtained herein . These fees relate solely to the matters covered by this Ordinance and are separated from all other fees, fines, and penalties chargeable by the Yorkville- Bristol Sanitary District, Section 6 : Grease, oil, and sand interceptors (grease traps) shall be provided when, in the opinion I of the Executive Director, they are necessary for the proper handling of liquid wastes containing floatable grease in excessive amounts, as specified in Section 4(c), or any flammable wastes, sand , or other harmful ingredients; except that such interceptors shall not be required for private living quarters or dwelling units . All interceptors (grease traps) shall be of materials and of a type and capacity approved by the Executive Director, and shall be located as to be readily and easily accessible for cleaning and inspection . In maintaining of these interceptors the owner(s) shall be responsible for the proper removal and disposal by appropriate means of the captured material and shall maintain records of the dates, and means of disposal which are subject to review by the Executive Director. Any removal and hauling of the collected materials not performed by owner(s)' personnel must be performed by currently licensed waste disposal firms and records of manifests be kept and available for inspection for a minimum of three years . Section 7 : Where pre-treatment or flow-equalizing facilities are provided or required for any waters or wastes, they shall be maintained continuously in satisfactory and effective operation by the owner(s) at his expense . Section 8 : When required by the Executive Director, the owner of any property serviced by a building sewer carrying industrial wastes shall install a suitable structure or manhole together with such necessary meters and other appurtenances in the building sewer to facilitate observation, sampling, and measurement of the wastes . Such structure, when required, shall be accessible and safely located and shall be constructed in accordance with plans approved by the Executive Director. The structure shall be installed i by the owner at his expense and shall be maintained by him so as to be safe and accessible at all times. I Section 9 : All measurements, tests, and analyses of the characteristics of waters and wastes to which reference is made in this Ordinance shall be determined in accordance with the latest edition of ' Page 14 of 23 " Standard Methods for the Examination of Water and Wastewater", published by the American Public Health Association . Sampling methods, locations, times, durations, and frequencies are to be determined on an individual basis subject to approval by the Executive Director, Section 10 : No statement contained in this Article shall be construed as preventing any special agreement or arrangement between the Yorkville- Bristol Sanitary District and any industrial concern whereby an industrial waste of unusual strength or character may be accepted by the Yorkville-Bristol Sanitary District i for treatment, providing that no such industrial concern shall be permitted to pay less than the rates as i established in Article VIII . Section 11 : Notwithstanding the foregoing limitations on effluent to be discharged into the system of the Yorkville-Bristol Sanitary District, the following levels of contaminants as indicated by their appropriate storet number shall not be exceeded : CONSTITUENT MAXIMUM CONCENTRATION (mg / 1) Ammonia Nitrogen (NH3-N ) 50 . 0 Arsenic (total ) 0 . 25 Barium (total) 2 . 0 Biochemical Oxygen Demand (CBOD5) 400 . 0 Cadmium (total ) 0 . 15 Chromium (total hexavalent) 0 , 03 Chromium (total trivalent) 1 . 0 Copper (total ) 1 . 0 Cyanide 0 . 025 Fluoride (total ) 2 . 5 Iron (total ) 2 . 0 Iron (dissolved) 0 . 5 Lead (total ) 0 . 1 Manganese (total ) 1 . 0 Mercury (total ) 0 . 005 Nickel (total ) 1 . 0 Oil , Hexane Extractable Materials ( HEM) 100 . 0 * PH range 5- 10 Phenols 03 Phosphorous, Total (P) 10. 0 Selenium (total) 1 . 0 Silver 0 , 1 Suspended Solids, Total (TSS) 500. 0 Zinc (total) 1 . 0 *The PH limitation is not subject to averaging and must be met at all times, i i i Page 15 of 23 Section 12 : That in the event that an emergency occurs in the Yorkville-Bristol Sanitary District system in the opinion of the Executive Director, the Executive Director may, on a temporary basis, and for such periods of time as may be required to alleviate any emergency, exclude those users which are industrial in character, subject to the conditions of the NPDES Permit, Section 13 : The Sanitary District is hereby authorized, in the event the Executive Director determines i that the plant capacity has been reached or exceeded, to cease any new connections into the system tributary to the Yorkville-Bristol Sanitary District until such time as further capacity is available . Section 14 : All sanitary sewers, including both public sewers and building sewers, constructed within I the Yorkville- Bristol Sanitary District Facility Planning Area shall be designed and constructed in accordance with the Yorkville-Bristol Sewer User Ordinance as originally adopted on the 15th day of September, 1975 and as amended, and the latest editions of the following : "Standard Specifications for Water and Sewer Main Construction in Illinois" and the " Standard Specifications for Sanitary Sewer Construction in the Yorkville- Bristol Sanitary District. " In case of conflict between any part or parts of the above mentioned documents, the statement contained within the document first enumerated below shall take precedence and govern : 1 . Yorkville- Bristol Sewer User Ordinance as originally adopted on the 15th day of September, 1975 and as amended 2 . Standard Specifications for Sanitary Sewer Construction in the Yorkville-Bristol Sanitary District, latest edition 3 . Standard Specifications for Water and Sewer Main Construction in Illinois, latest edition ARTICLE VI Section 1 : No person(s) shall maliciously, willfully, or negligently break, damage, destroy, uncover, deface, or tamper with any structure, appurtenance or equipment which is a part of the wastewater facilities . Any person(s) violating this provision shall be subject to immediate arrest under charge of disorderly conduct. ARTICLE VII POWERS AND AUTHORITY OF INSPECTORS Section 1 : The Executive Director and other duly authorized employees of the Yorkville- Bristol Sanitary District bearing proper credentials and identification shall be permitted to enter all properties for the purposes of inspection, observation, measurement, sampling, and testing pertinent to discharge to the I community system in accordance with the provisions of this Ordinance . Page 16 of 23 Section 2 : The Executive Director or other duly authorized employees are authorized to obtain information concerning industrial processes which have a direct bearing on the kind and source of discharge to the wastewater collection system . The industry may withhold information considered confidential . The industry must establish that the revelation to the public of the information in question might result in an advantage to competitors. Section 3 : While performing the necessary work on the private properties referred to in Article IV, Section 1 , above, the Executive Director or duly authorized employees of the Yorkville- Bristol Sanitary District shall observe all safety rules applicable to the premises established by the company, and the company shall be held harmless for injury or death to the Yorkville- Bristol Sanitary District employees, and the Yorkville- Bristol Sanitary District shall indemnify the company against loss or damage to its property by the Yorkville- ; Bristol Sanitary District employees and against liability claims and demands for personal injury or property i damage asserted against the company, except as such may be caused by negligence or failure of the company to maintain safe conditions as required in Article V, Section 8 . Section 4 : The Executive Director and other duly authorized employees of the Yorkville- Bristol Sanitary District bearing proper credentials and identification shall be permitted to enter all private properties through which the Yorkville- Bristol Sanitary District holds a duly negotiated easement for the purposes of, but not limited to, inspection, observation, measurement, sampling, repair, maintenance and replacement of any portion of the wastewater facilities lying within said easement. All entry and subsequent work, if any, on said easement, shall be done in full accordance with the terms of the duly executed easement pertaining to the private property involved . ARTICLE VIII THE USER CHARGES Section 1 : That there is hereby imposed a charge on all users of the Yorkville- Bristol Sanitary District treatment works for the operation and maintenance costs of such treatment works . Section 2 : The user charges for all users shall be as follows : Effective June 4, 2007 The Yorkville- Bristol Sanitary District user fee for wastewater treatment shall be $ 1 . 10 per 100 cubic feet of flow, providing that user shall pay a minimum fee bi-monthly of $76 . 11 , of which $25 . 45 shall be dedicated to Debt Service for the repayment of State of Illinois Environmental Protection Agency Loan . Page 17 of 23 Such charges as determined above shall be billed to each user bi-monthly and shall be payable within thirty (30) days . In the event that such charge is not paid when due, it shall become a lien against the real estate owned by the user and may be foreclosed by the Yorkville-Bristol Sanitary District in any manner provided by law. Nothing herein contained, however, shall limit the right of the Yorkville- Bristol Sanitary District to collect the amount of such user charge as any other debt may be collected . In the event a user as herein above defined fails to pay the user charge as duly imposed hereunder when due, and said non- payment continues for a period of thirty (30) days after the due date, the Executive Director is hereby authorized to disconnect said user from the system . No person so disconnected shall be re-connected to the system until a deposit in the sum of four (4) times the average bi-monthly billing for that user as a security for future collections has been made with the Executive Director. All deposits made under the provisions of i this paragraph shall earn interest for the depositor at the standard rates provided for by the local banking institutions for passbook savings . In the event future delinquencies occur for users who have made deposits under the provisions of this Ordinance, the Executive Director is authorized to deduct from said deposit the amount of the payment in arrears upon the expiration of thirty (30) days after the due date of said payment, i I and said user shall be thereupon notified that an additional deposit is required in the amount of the payment, and in the event the additional deposit is not made within thirty (30) days after notification, the Executive Director is hereby authorized to disconnect said user from the system until the amount of the deposit is I properly made. All costs incurred by the Yorkville-Bristol Sanitary District in disconnection and re-connection from or to the system shall be paid to the Sanitary District by the user prior to re-connection . The Yorkville- Bristol Sanitary District may also shut water service off with the cooperation of the City Water Department. Water service shall be turned on after full payment is received . i The user charge shall begin upon the issuance of an occupancy permit by the applicable authority. Section 3 : User charges as herein imposed may be raised or lowered at the discretion of the Yorkville- Bristol Sanitary District to reflect actual increased or lowered operation and maintenance costs of the treatments works . Section 4 : The user charges as herein above set forth shall apply only to those recipients of waste treatment services furnished by the Yorkville- Bristol Sanitary District which are located within the geographical boundaries of the Yorkville- Bristol Sanitary District, Page 18 of 23 Section 5 : There is hereby imposed a user charge upon the recipients of waste treatment services from the Yorkville-Bristol Sanitary District which are located outside the geographical boundaries of the District, which said user charge shall be as determined by Section 3 and as increased by the following formula : percentage as defined by the relationship of the ad valorem taxes received in each fiscal year by the Yorkville- Bristol Sanitary District as compared with the total sewer user charge as received by the users within the Yorkville- Bristol Sanitary District geographical boundaries, which said percentage shall be determined as part of the May 1 of each fiscal year and shall be applicable for the ensuing fiscal year until the following May 1 . Section 6 : That the charges as herein above determined have been established with the principle that industrial waste and domestic waste should be given as equal treatment as possible and that the charges as herein above set forth shall be renewed annually and adjusted accordingly to maintain an equitable sharing between industrial wastes and domestic wastes. Section 7 : That in billing all users as herein above defined, the Executive Director is hereby authorized to make periodic sampling of the concentration of the effluent discharged from said users, and in the event the concentration exceeds the customary concentration for the ordinary domestic waste, the Executive Director is hereby authorized to bill the user in accordance with the parameters established for billing industrial users, and to base said billings upon periodic samplings. Section 8 : For the purposes of this Ordinance, Users shall include, but not be limited to, each individual dwelling unit; each separate business operation ; and such similar classification as will be in general harmony with the spirit of this Ordinance . For the purposes, however, of billing for industrial, governmental and commercial users, that in the event multiple industrial, governmental or commercial users are located within one ( 1 ) building serviced by one ( 1 ) meter, that the billing for such multiple industrial, governmental or commercial users shall be on the basis of the one ( 1 ) meter reading, and shall be directed to the person in whom said meter is registered . Collection of sewer users charges as imposed in Section 3 hereof shall be imposed against all users and shall be collected therefrom, providing, however, that with regard to multiple residential dwelling units, " User" is hereby defined to mean the owner of the multiple unit dwelling, and collection of the charge as determined by the number of residential units shall be imposed against the owner. Page 19 of 23 ARTICLE IX EXCESSIVE STRENGTH WASTEWATER SURCHARGES The Yorkville- Bristol Sanitary District has determined that certain pollutants are compatible with the wastewater treatment process . The Yorkville-Bristol Sanitary District reserves the right to recover the treatment costs for those compatible pollutants that exceed the surcharge levels listed in this Section . COMPATIBLE POLLUTANT SURCHARGE LEVEL COST PER SURCHARGE i POUND Biochemical Oxygen Demand (CBOD5 ) 200 mg/ I $ 0 .43 Total Suspended Solids (TSS) 250 mg/I $ 0 . 38 Ammonia Nitrogen ( NH3-N ) 25 mg/I $ 0 . 25 Hexane Extractable Materials ( HEM ) 50 mg/I $ 0 . 25 Total Phosphorous ( P) 5 mg/I $ 0 . 25 The excessive strength sewage surcharges for these pollutants shall be calculated using the following formula : PS = ( PAVG - PSL) x Q x 8 .345 x TCP ' where : Ps = the excessive strength surcharge or the given compatible pollutant. PAVG = the average concentration of the compatible pollutant for the wastewater discharge in question . Psi = the surcharge level concentration of the compatible pollutant as indicated in any Yorkville-Bristol Sanitary District Ordinances or Rate Schedules in effect at the time the surcharge is calculated . Q = the Industrial User wastewater flow in millions of gallons ( MG ) . 8 . 345 = a factor which converts the product of concentration (mg/L) and flow ( MG) into pounds of compatible pollutant. TCP = the treatment cost charge per pound of the compatible pollutant, such charge being stipulated by any Yorkville-Bristol Sanitary District Ordinances or Rate Schedules in effect at the time the surcharge is calculated . Page 20 of 23 EXAMPLE CALCULATION Bi- monthly Discharge Flow = 300,000 Gallons Average Sample BOD = 8,000 mg/I Average Sample SS = 500 mg/I BOD = (8,000 - 200) 7,800 x 8 . 34 x 0 . 43 x 0 . 300 = $8139130 SS = (500 - 250) 250 x 8 . 34 x 0 . 38 x 0 . 300 = $237 . 69 PAYMENT OF EXCESSIVE STRENGTH SURCHARGES Any discharger of Excessive Strength Surcharges shall pay the amount calculated by the Yorkville- Bristol Sanitary District within sixty days or face the possibility of having their Sanitary Sewer Service plugged or disconnected . I ARTICLE X COST RECOVERY Section 1 : Reimbursement of Fees : In the event that it is necessary for the Yorkville-Bristol Sanitary District to retain the services of a professional, including, but not limited to attorneys, engineers, planners, architects, surveyors, drainage experts, for the i development of Sanitary Interceptor Sewers, sanitary sewer extensions or planning issues, then the petitioner and or the owner of the property shall be jointly and severally liable for payment of such professional fees and i reimbursement shall be made to the Yorkville- Bristol Sanitary District. Failure to reimburse the Yorkville- Bristol Sanitary District in accordance with this subsection, in the Yorkville- Bristol Sanitary District's discretion, result in the refusal of any board, committee or other governing body to consider or take action upon any further requests from a petitioner or owner who has failed to pay in full all amounts due under this Section . Further, the Yorkville-Bristol Sanitary District may deny any application for an IEPA sanitary sewer permit, sanitary sewer connection permit, or other permit if such amounts have not been paid in full and the Yorkville- Bristol Sanitary District may elect to file a lien against any real property associated with such a petitioner's request. Interest in the amount of one and one-half percent ( 1 - 1/2%) per month shall accrue on all sums outstanding for thirty (30) days or more. When any professional service contemplated by this Section are rendered by the Yorkville-Bristol Sanitary District staff, including any staff engineers, or services performed by the Yorkville-Bristol Sanitary Page 21 of 23 District Executive Director, then, the party making the request shall reimburse the Yorkville-Bristol Sanitary District for its costs incurred by providing the professional services of the Yorkville- Bristol Sanitary District staff, at the rate of One Hundred Twenty-five Dollars ( $ 125 . 00) per hour. Professional expert, legal, and engineering services performed by the Yorkville-Bristol Sanitary District's consultant shall be reimbursed at the rates charged by its consultant per calendar year the service is performed . I The Yorkville- Bristol Sanitary District Executive Director or his designee, is hereby authorized to assign requests for professional services to Yorkville- Bristol Sanitary District staff or to consultants as the I Yorkville-Bristol Sanitary District Executive Director deems appropriate . ARTICLE XI I VIOLATIONS Section 1 : Any person, firm or corporation violating any provisions of this Ordinance shall be fined not less than $ 500 . 00 nor more than $ 1 ,000 . 00 for each offense and a separate offense shall be deemed committed on each day during or on which a violation occurs or continues, and further that any person, firm or corporation causing damage to occur to any part of the Yorkville- Bristol Sanitary District system, or to any person, firm or corporation or any property of any person, firm or corporation downstream or tributary of said system as a result of the violation of this Ordinance or the NPDES Permit, that said person, firm or corporation so violating this Ordinance, or the NPDES Permit shall be liable in damages to the Yorkville-Bristol Sanitary District, or to such person, firm or corporation whose person or property has been so damaged . ARTICLE XII Section 1 : If any section, sub-section, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision, and such holding shall not affect the validity or constitution of the remaining portions . Section 2 : That all Ordinances, or parts of Ordinances, conflicting with any of the provisions of this Ordinance be, and the same are hereby modified or repealed . Section 3 : This Ordinance shall take effect and be in full force from and after its passage and publication in accordance with the law . Page 22 of 23 I I i i I PASSED by the Board of Trustees of the Yorkville- Bristol Sanitary District this 9th day of I October 2006, by a vote as follows : AYES : 7 NAYES : L' ABSENT% \ President of the Board of Trustees of Yorkville-Bristol Sanitary District ATTEST: Clerk of the Board of Trustees of Yorkville-Bristol Sanitary District Page 23 of 23 Fox River Water Reclamation District Old District Commercial Fixture Fee Schedule Fixture Cost Water Closet(Toilet) $400.00 Urinal $250.00 Sink $250.00 (For Each Water Supply) Shower $250.00 Floor Drain $250.00 Drinking Fountain $250.00 (For Each Drain) Miscellaneous Drain $250.00 Commercial Garbage Disposal $2,500.00 Residential Type Garbage Disposal $250..00 Commercial Dishwasher $1,500.00 Residential Type Dishwasher $250.00 Washing Machine $600.00 Manual Carwash $2,000.00 Automatic Carwash $4,000.00 Production Carwash $5,000.00 Hotel/Motel $600.00 (Per Room) Nursing Home $400.00 (Per Room) The fees listed here are provided to allow you to estimate the fee that would be charged for non- residential development in some areas of the Fox River Water Reclamation District. If you wish to have an exact amount determined, you must submit a full set of plans for a particular parcel within the District for review. These fees apply to parts of the fox River Water Reclamation District that have been annexed for at least 15 years. Areas that have annexed more recently are charged under the Service Fee Ordinance. See Ordinance #708 and#754 for details regarding Service Fees. Please call the District's engineering department(847-742-2068) if you are not certain if a particular parcel is regulated under connection fees or services fees. ORDINANCE NO. 708 and 754 COMBINED ORDINANCE ESTABLISHING SERVICE FEES UPON ANNEXATION TO THE FOX RIVER WATER RECLAMATION DISTRICT WHEREAS,this Ordinance is promulgated pursuant to the authority of the Sanitary District Act of 1917 (70 ILCS 2405/0.1 et seq.), and; WHEREAS,the purpose of this Ordinance is to collect a fair and reasonable charge for connection to the Sewerage Works of the Fox River Water Reclamation District(District) for the construction, expansion and extension of the works of the system,and; WHEREAS, the District Board of Trustees in conjunction with its staff and attorney,have determined a system for apportioning the cost of such construction, expansion and extension for new and additional territories being annexed to the District: NOW THEREFORE,BE IT ORDAINED BY THE BOARD OF TRUSTEES OF THE FOX RIVER WATER RECLAMATION DISTRICT, KANE AND COOK COUNTIES, ILLINOIS; SECTION 1. Definitions. 1.1 Applicant. An Applicant is the person or entity that is applying for an IEPA Permit Application or District issued connection permit for a Development Parcel and may include the Developer or Owner. 1.2 Capacity. Capacity means the flow rate of sewage treatment capacity at a District sewage treatment facility based upon the average daily flow volume,unless otherwise stated, of sewage in gallons per day or Population Equivalents(PE). 1.3 Connection Permit. A Connection Permit is a permit issued by the District,prior to the issuance of a building permit by the applicable local authority,which authorizes the connection of a structure to sewers appurtenant to the Sewerage Works of the District. 1.4 Development Parcels. A Development Parcel is a parcel of land for which sewage treatment by connection to the District Sewerage Works and annexation is being requested from the District pursuant to this Ordinance. The size and configuration of the parcel shall be determined by the General Manager of the District and will generally include all of the contiguous property owned or controlled by the Owner or Developer of the Development Parcel,unless good cause is shown to the General Manager. 1.5 Developer. A Developer is the party or parties which propose to improve the Development Parcel or annex the Development Parcel to obtain sewage treatment Capacity and may hold an option or contract purchasers interest in the land and may include the Owner of the land. 1.6 District. The District is the Fox River Water Reclamation District, of Kane and Cook Counties, Illinois,a municipal corporation organized and existing under the Sanitary District Act of 1917, (70 ILCS 2405/0.1 et seq.) and also referred to as the FRWRD. 1.7 Excess Service Fee.An Excess Service Fee is a fee paid to the District pursuant to this ordinance for Capacity in a Commercial/Industrial Development Parcel which exceeds 12.5 PE per acre. 1.8 IEPA. The IEPA refers to the Illinois Environmental Protection Agency. 1.9 General Manager. The General Manager is the acting chief executive officer of the District as appointed by the Board of Trustees of the District. 1.10 Owner. The Owner shall be the persons or entities of record holding title to the Development Parcel. 1.11 Population Equivalents or PE. A Population Equivalent is the flow rate of sewage equal to 100 gallons per day. 1.12 Public Use. A Public Use is a religious, educational, charitable, governmental or other similar land use, as determined by the Board of Local Improvements after considering the facts presented pursuant to the same terms as applied to Public Buildings under Ordinance 622, as amended from time to time. 1.13 Residential Unit. A Residential Unit is a dwelling designed for occupancy by a single family unit or individual,including a detached single family residence, an apartment within an apartment building, an efficiency apartment,a townhouse, each side of a duplex, a hotel or motel room, a sleeping room, and the like. 1.14 Service Fees. A Service Fee is the fee paid to the District pursuant to this Ordinance,which is required to annex a Development Parcel to the District for the purpose of connection to the Sewerage Works and to reserve Capacity and includes Residential Service Fees for Residential Development Parcels, and General Service Fees,Excess Service Fees, and Minimum Service Fees for Commercial/Industrial Development Parcels. 1.15 Sewerage Works. The Sewerage Works means all of the sanitary sewer treatment, conveyance and other systems owned, operated or controlled by the District. SECTION 2. Property Classification. All Development Parcels seeking to annex to the District shall be classified, solely for the purposes of this Ordinance,by the General Manager, as either Residential,Commercial/Industrial, or Public Use,based upon the current and proposed use of the property and other facts known to the General Manager. A Development Parcel containing more than one type of use shall be considered a Mixed Use Development Parcel and governed by the provisions relating to Mixed Use Developments herein. SECTION 3. Commercial/Industrial Service Fees. (A.) Service Fees for Development Parcels classified as Commercial/Industrial Development Parcels shall be determined based upon this section. The General Service Fee for Commercial/Industrial Development Parcels is $10,000 per acre for each gross acre in size of the Development Parcel and is applicable to all property of this classification, and shall reserve Capacity at a flow rate not to exceed 12.5 PE per gross acre (regardless of current,proposed, or design Capacity of the proposed improvements of a lesser flow rate.) The General Service Fee may be paid to the District in three installments. Prior to annexation to the District,the Owner or Developer of the Development Parcel shall pay to the District,as a first installment, a Minimum Service Fee equal to $1,500.00 per gross acre times the number of gross acres in the Page 1 of 3 Development Parcel for Commercial/Industrial property. The Minimum Service Fee paid at the time of annexation will be applied toward the General Service Fee. Payment of the Minimum Service Fee due at annexation of$1500.00 per gross acre does not guarantee or reserve wastewater treatment plant Capacity. (B.) If the Capacity requirement of the Development Parcel exceeds 12.5 P.E. per gross acre,then,the Applicant,Owner or Developer as the case may be,will pay the District,an Excess Service Fee, at the rate of$800 per P.E.,prior to the time the District is requested to sign the first IEPA permit application or Connection Permit application for the Development Parcel,which discloses such excess capacity requirements. The District reserves the right to refuse to provide excess treatment capacity,unless the District has issued its prior written approval or accepted payment for such capacity. If the Excess Service Fee is not paid at the time of the IEPA Permit Date,which discloses such excess capacity requirements,then at the election of the Developer, such fees may be deferred until payment and issuance of a Connection Permit by the District at the rate in effect on the date of payment. Excess Service Fees can not be deferred beyond the time of execution by the District of a Connection Permit. Annexation of the Development Parcel and payment of General Service Fees does not guaranty the availability of capacity in excess of 12.5 P.E.per acre. (C.) Prior to the time of signing the first I.E.P.A.permit application for the Development Parcel by the District, a second installment of the General Service Fee, in the amount of$3,000.00 per gross acre,will be paid to the District,unless,at the election of the Developer, payment of such installment, and the Excess Service Fee, if any, are deferred and such fees will then be paid at the time of execution of a Connection Permit by the District at the rate in effect on the date of payment. (D.) The third installment of the General Service Fee of$5,500 per gross acre (for a total of$10,000/acre) is due on or before execution by the District of a Connection Permit. The Applicant may apportion payment of the second installment of the General Service Fee and any required Excess Service Fee,plus the third installment of the General Service Fee,over identified areas or development phases of the Development Parcel of reasonable size and configuration of not less than one (1)lot or one (1)building,the size and configuration of which must be approved by the General Manager,pursuant to the usual and customary practices established by the District. (E.) In the event that the second installment of the General Service Fee due at the time of the first IEPA application and any Excess Service Fee are deferred by the Applicant and are not sooner paid, such fees, shall be due and payable on the fifth(5`h)anniversary of the date of issuance of the first IEPA application issued for the Applicants Development Parcel, and, from and after such fifth anniversary,the deferred fees shall be increased by a factor of five percent per year(5%) from such fifth anniversary until the date of payment and subsequent applications and permits for the Development Parcel may be withheld by the District until payment of such deferred fees. SECTION 4. Residential Service Fees. Service Fees for Development Parcels classified as Residential Development Parcels shall be determined based upon this section. Residential Service Fees are based upon$2,800 per Residential Unit per Development Parcel. Prior to annexation to the District,the Owner or Developer of a Development Parcel shall pay to the District$2,800 times the number of gross acres in the Development Parcel. If,however,the projected number of Residential Units on the Development Parcel is less than the number of gross acres,as reasonably determined by the General Manager,then the amount due shall be $2,800 per Residential Unit. At the election of the Owner or Developer,residential Development Parcels in excess of 40 acres may annex upon payment of 40 times the amount of the Residential Service Fee and defer payment of the balance of the Residential Service Fee until the time of the District's execution of the IEPA permit application. The Service Fee payment shall not guarantee and/or reserve treatment plant capacity in excess of one Residential Unit per fee paid. Prior to the District executing an application for an IEPA permit,a Residential Service Fee must be paid for each Residential Unit covered by the permit application,provided that,the fees paid at the time of annexation shall be credited first against the Residential Units set forth in the application and any Service Fee that was deferred at the time of annexation, shall be paid thereafter until all deferred Service Fees are paid. The Owner or Developer may phase the property development and pay for the number of Residential Units in each phase as set forth in the IEPA permit application. Upon payment in full of the Service Fee due at the time of annexation the Service Fee for all future Residential Units shall be paid at the then current Residential Service Fee. Wastewater treatment plant capacity for all Residential property shall be reserved at the rate of 3.5 PE per Residential Unit,based upon $800 per PE,regardless of the size,configuration,or proposed use of the Residential Unit. In the event that any part of the Residential Service Fee due at the time of annexation are deferred by the Applicant and are not sooner paid, such fees, shall be due and payable on the fifth(5`h) anniversary of the date of annexation of the Applicants Development Parcel,and,from and after such fifth anniversary,the deferred fees, shall be increased by a factor of five percent per year(5%)from such anniversary until the date of payment and subsequent applications and permits for the Development Parcel may be withheld by the District until payment of such deferred fees. SECTION 5. Public Uses. Service Fees for Public Uses shall be established based upon this Section. Public Uses shall pay the same Service Fee as a Commercial/Industrial or Residential property and Mixed-Use properties,without limitation,as provided for in this ordinance, as amended from time to time. The General Manager shall determine the residential and commercial/industrial character of the development and determine the Service Fees accordingly,however, if upon written petition of the owner,agent of the owner or other interested party, or upon request by the staff of the District, or upon the request of one of the Members of the Board of Local Improvements of the District,requesting a reduction of the Service Fee,and after due consideration,the Board of Local Improvements of the District determines that such application for annexation,or connection, of or concerning a property classified by the General Manager as a Public Use as defined in this ordinance,as amended from time to time, is in the best interest of the residents of the District, or will further the interests and purposes of the District,and will not adversely impact the District, its residents,its capital or operating budgets or plans,and after considering the following criteria, and such other criteria as the Board of Local Improvements may determine,that is to say: (A) the religious use,purpose and objective of the applicant in view of the sewer use,treatment capacity and demand,and the relative commercial value of such use and demand; (B) the educational use,purpose and objective of the applicant in view of the sewer use,treatment capacity and demand, and the relative commercial value of such use and demand; Page 2 of 3 (C) the charitable use,purpose and objective of the applicant in view of the sewer use,treatment capacity and demand,and the relative commercial value of such use and demand; (D) the governmental use,purpose and objective of the applicant,in view of the sewer use,treatment capacity and demand, and the relative commercial value of such use and demand; (E) the existence of reciprocal agreements or relationships with respect to the waiver or reduction of fees, assessments, or other charges by a governmental applicant; (F) such other criteria as the Board of Local Improvements may determine; then,the Board of Local Improvements,by motion,may reduce or eliminate the connection fees,for said Public Use. The ordinance of annexation of a Development Parcel that is a Public Use may provide that the applicable Service Fees shall become due and payable at such time as the use ceases to be a Public Use or a change in use or transfer of ownership occurs. SECTION 6. Mixed-Use Fees. Service Fees for Development Parcels containing a combination of Residential Uses, Commercial/Industrial Uses or Public Uses shall be established based upon this Section. Upon application for annexation to the District the Owner or Developer of the Development Parcel with Mixed Uses shall request the General Manager to apportion the uses and apply the respective fees as set forth in this Ordinance, as the General Manager shall determine,based upon the proportionate uses,and advise the Owner or Developer of the applicable fee in writing prior to payment. SECTION 7. (removed as of June 1,2005) SECTION 8. Treatment Plant Capacity/Sewer Recapture. No treatment plant capacity shall be reserved unless prior payment in good funds is received by the District and an appropriate annexation ordinance or other agreement is entered into by the District. The District is not obligated to annex any Development Parcel or provide sewage treatment service to any Owner,Developer, or Applicant until the District has entered into an appropriate agreement or ordinance of annexation or as otherwise provided by law and nothing in this Ordinance shall be construed to indicate otherwise. This Ordinance controls the payment of Service Fees in the event of annexation of new territory to the District by ordinance of the Board of Trustees. Sewers and other appurtenances and their construction costs,sewer recapture charges to the District,or any city or village or privately funded sewers,or city or village sewer tap on charges are outside the scope of this Ordinance and are in addition to the fees set forth herein. District sewer recapture charges are due prior to the time of annexation. SECTION 9. Payment. Service Fees are to be paid by certified check,cashier's or bank check,wire transfer or other cleared funds,prior to the District adopting the ordinance of annexation, executing an IEPA application or issuing a Connection Permit as the case may be. SECTION 10. Procedure. The staff of the District may establish rules,regulations,and policies for annexation and fee payments to the District for approval by the Board of Trustees by resolution. Sample annexation petitions and such policy statements and resolutions shall be made available to potential Owners,Developers, and Applicants for annexation to the District. SECTION 11. Service Fee Refunding. Service Fees and sewer recapture fees,paid by a Developer or other applicant prior to annexation in advance of passage of the Annexation Ordinance shall be promptly refunded to the remitter,by the District, in the event that the ordinance is denied, or the application is withdrawn by the Applicant. After passage of the ordinance annexing the Development Parcel,refunds of Service Fees or recapture charges will not be made,except under extraordinary circumstances as may be approved by the Board of Trustees upon good cause shown or as equity may require. SECTION 12. Variations. The Board of Trustees shall consider requests for variation from the service fee payments and procedure required under this Ordinance,based upon unavoidable hardship or unforseen circumstances,upon written application signed by the Owner and Developer,of a Development Parcel setting forth the reasons for the request, and the hardship or unforseen circumstances. The District staff shall prepare a detailed report with respect to the request for consideration by the Board of Trustees. After presentation of the staff report to the Board of Trustees, a notice of public hearing shall be published as set forth in the Sanitary District Act of 1917 for annexation agreements, prior to consideration of the issue by the Board of Trustees. Upon consideration,the Board shall deny the request by motion or may grant the request in whole or part by the adoption of an ordinance of variation as to the subject Development Parcel or may grant the request by an amendment to this Ordinance. SECTION 13. Annual Review. These rates and the index shall be reviewed by the District at least annually. If any of the provisions of this Ordinance conflict with the provisions of any existing ordinance,the provisions of this Ordinance shall control. SECTION 14. Repeal. Any ordinance or any part of an ordinance in conflict herewith is hereby repealed. Ordinance 571 is hereby repealed as of the effective date of this Ordinance. Upon its effective date,this Ordinance shall be applicable to all Development Parcels annexed to the District from and after October 1, 1990 and not applicable to Development Parcels annexed prior to said date. SECTION 15. Effective Date. This Ordinance shall be in full force and effect from the later of June 1,2005 or ten(10)days after its passage, approval and publication, as provided by law. Passed this 16th day of June,2003. (Ordinance Number 708),Passed this 28th day of March,2005. (Ordinance Number 754) Filename: C:\Doc\Legal\ORD\Ordinance708 and 754 combined.doc Page 3 of 3 ORDINANCE NO. 809 AN ORDINANCE AMENDING ORDINANCE NO. 754 AND ORDINANCE NO. 708 REDUCING SERVICE FEES PAYABLE TO THE FOX RIVER WATER RECLAMATION DISTRICT WHEREAS,the Fox River Water Reclamation District("District")has determined that it is in the best interest of the District to amend Ordinance No.754 passed March 28,2005 and Ordinance No. 708 passed June 16, 2003, by which the District regulates service fees for annexation of new territory to the District; and WHEREAS,changes in the local and national economic conditions have occurred since the adoption of Ordinance No. 754 that have resulted in a sharp reduction in growth and development in the District that is anticipated to continue for the next several months, and a two year reduction in Service Fees is anticipated to increase development and economic activity in the District; NOW THEREFORE,BE IT ORDAINED BY THE BOARD OF TRUSTEES OF THE FOX RIVER WATER RECLAMATION DISTRICT, KANE AND COOK COUNTIES, ILLINOIS: PART ONE: From the period of April 27, 2009 to April 30, 2011, or until such time as rescinded by amendment of this ordinance,Service Fees shall be based upon the rate of$720.00 per P.E.rather than $800.00 per P.E. and Ordinance 754 and Ordinance 708 shall be modified as specifically set forth in the following Sections I through IV of Pert One of this Ordinance. SECTION I: Section 3(A.) Of Ordinance No. 708 is amended to provide for a General Service Fee for Commercial/Industrial Development Parcels in the amount of$9,000.00 per acre rather than the previously existing General Service Fee of$10,000.00 per acre. SECTION II: Section 3(B.) Of Ordinance No. 708 is amended to provide for an Excess Service Fee in the amount of$720.00 per P.E. rather than the previously existing Excess Service Fee of$800.00 per P.E.for Capacity requirements in excess of 12.5 P.E.per acre for Commercial/Industrial Development Parcels. SECTION III: Section 3(D.)Of Ordinance No. 708 is amended to provide that the amont of the third installment of the General Service Fee is $4,500.00 per gross acre (for a total of $9,000.00/gross acre) rather than the previously existing $5,500.00 per gross acre and (previously a total of$10,000.00/gross acre). SECTION IV: Section 4 of Ordinance No. 708 is amended to provide for a Residential Service Fee for Residential Development Parcels in the amount of$2,520.00 per Residential Unit per Development Parcel rather than the previously existing Residential Service fee of $2,800.00 per Residential Unit per Development Parcel. All references to the sum of $2,800.00, in said Section 4 of Ordinance No. 708, are hereby amended to $2,520.00. Wastewater treatment plant capacity for all Residential property shall be reserved at the rate of 3.5 P.E. per Residential Unit, based upon $720.00 per P.E. (previously $800.00), regardless of the size, configuration, or proposed use of the Residential Unit. PART TWO: From the period of May 1, 2011 and thereafter, or until such time as rescinded by amendment of this ordinance, the Service Fees shall be based upon the rate of$800.00 per P.E. rather than$720.00 per P.E.and Ordinance 708 and Ordinance 754 shall be modified as specifically set forth in the following Sections I through V of Part Two of this Ordinance. SECTION I: Section 3(A.) Of Ordinance No. 708 is amended to provide for a General Service Fee for Commercial/Industrial Development Parcels in the amountof$10,000.00 per acre rather than the previously existing General Service Fee of$9,000.00 per acre. SECTION II: Section 3(B.) Of Ordinance No. 708 is amended to provide foe an Excess Service Fee in the amount of$800.00 per P.E. rather than the previously existing Excess Service Fee of$720.00 per P.E.for Capacity requirements in excess of 12.5 P.E.per acre for Commercial/Industrial Development Parcels. SECTION III: Section 3(D.) Of Ordinance No. 708 is amended to provide that the amount of the third installment of the General Service Fee is $5,500.00 per gross acre(for a total of $10,000.00/gross acre) rather than the previously existing $4,500.00 per gross acre and (previously a total of$9,000.00/gross acre). SECTION IV: Section 4 of Ordinance No. 708 is amended to provide for a Residential Service Fee for Residential Development Parcels in the amount of$2,800.00 per Residential Unit per Development Parcel rather than the previously existing Residential Service Fee of $2,520.00 per Residential Unit per Development Parcel. All references to the sum of $2,520.00, in said Section 4 of Ordinance No. 708, are hereby amended to $2,800.00. Wastewater treatment plant capacity foe all Residential property shall be reserved at the rate of 3.5 P.E. per Residential Unit, based upon $800.00 per P.E. (Previously $720.00), regardless of the size, configuration, or proposed use of the Residential Unit. PART THREE: This Ordinance shall be in full force and effect from and after its passage,approval, and publication,as provided by law.All ordinances,resolutions or orders or parts thereof,in conflict with the provisions of this ordinance are to the extent of such conflict hereby repealed. FOX RIVER WATER RECLAMATION DISTRICT ois Bruce R. Corn President ATTEST: ois Sandra J. Vecchio Clerk Passed this 27th day of April, 2009. VOTE: AYES 5 NAYS 0 ABSTAIN 0 Reviewed By: Agenda Item Number 606 Legal ❑ NB #10 Finance ❑ EST. -� __ti 1838 Engineer ❑ -- City Administrator ❑ Tracking Number Human Resources ❑ `=Q Community Development PW 2012-76 Police ALE � Public Works ❑ Parks and Recreation ❑ Agenda Item Summary Memo Title: Kendall County TAP Grant Application Meeting and Date: Public Works Committee—December 18, 2012 Synopsis: Application for grant through Kendall County to be used to fund trails along Route 47 (up to $50,000). Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: Staff is in the process of completing the application materials. A completed application will be provided at the meeting for Committee approval. 0 CIP Reviewed By: Agenda Item Number J� $ 06 Legal El NB; #11 Finance ❑ ESL -� 1836 Engineer ■ -_� City Administrator E] Tracking Number .4 City y Human Resources El� wn sw _© Community Development ❑ PW 2012-77 � Police F-1 Public Works ❑ Agenda Item Summary Memo Title: Raging Waves Meeting and Date: pW Committee—December 18, 2012 Synopsis: Subdivision Acceptance Consideration Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Consideration of Approval Submitted by: Brad Sanderson Engineering Name Department Agenda Item Notes: D Clr, il 0 Memorandum Esr. - 'sas To: Bart Olson, City Administrator `` From: Brad Sanderson, EEI op. `� CC: Eric Dhuse, Director of Public Works c�a�-r '��, Krysti Barksdale-Noble, Community Dev. Dir. ALE Lisa Pickering, Deputy City Clerk Date: December 13, 2012 Subject: Raging Waves Acceptance of Public Improvements The developer has made a verbal request to accept the public improvements for the Raging Waves development. At this point in time all outstanding punch list items for the above referenced project are completed, with the exception of crack sealing the pavement joints within the roadway. It is our understanding that this work will be accomplished in the next couple of days. Attached, please find the proposed Bill of Sale, which we have forwarded to the developer to execute. We recommend that the public improvements for water main, sanitary sewer, storm sewer, paving, street lighting, and parkway landscaping as described in the Bill of Sale be accepted for ownership and maintenance by the City. Typically with final acceptance, there is a letter of credit/bond reduction to 10% of the value of the public improvements. Per agreement, their letter of credit value has already been reduced to $100,000 therefore there is no reduction in value associated with the acceptance. The developer is however proposing replacing the existing letter of credit with a new bond. We find this proposal to be acceptable. The new bond will be in place during the one-year maintenance period. Upon approval by the City Council and the receipt of the executed Bill of Sale and new bond noted above, the Commercia Bank#628335-0400 letter of credit in the amount of$100,000 may be released. Please place this item on the Public Works Committee agenda of December 18, 2012 for consideration. BILL OF SALE Seller, . in consideration of One and 00/100th Dollar ($1.00), receipt hereby acknowledged, does hereby sell, assign, transfer and convey to the Buyer, the United City of Yorkville, an Illinois municipal corporation, at 800 Game Farm Road, Yorkville, Illinois 60560, the following personal property to wit described in Exhibit A attached hereto for the development know as Raging Waves, and generally shown on Exhibit B. Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said property, that said property is free and clear of all liens, charges and encumbrances, and that Seller has full right, power, and authority to sell said property and to make this Bill of Sale. IN WITNESS WHEREOF, Seller has signed and sealed this Bill of Sale at this day of 201. Subscribed and Sworn to before me this day of 20__. _...................._... Notary Public 1 Page 1 of 1 Exhibit A Raging Waves Roadways Rosenwinkel Street Sta. 10+50 to Sta. 29+41 Utilities 8” Water Main 5,064 LF Fire Hydrant and 6” Valve in Box 13 EA 8” Valve in Box 9 EA 8” Sanitary Sewer 1,603 LF 10” Sanitary Sewer 1,220 LF 4’ Dia. Sanitary Manhole 14 EA 12” RCP Storm Sewer 1,154 LF 15” RCP Storm Sewer 670 LF 18” RCP Storm Sewer 425 LF Inlet, 2’ Dia. 13 EA Storm Manhole, 4’ Dia. 13 EA Catch Basin, 4’ Dia. 12 EA Parkway Trees 31 EA Signage Lump Sum Streetlight 7 EA* * Includes Streetlight cable -- ! r� n r' A y w k FV , - r� 4 ' i Legend ` r Sanitary Mainlines Storm Mainlines / r Water Mainlines . Street Lights n 0 300 600 r � —� — — — Feet