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Home My WebLink About50 Talbot Lane (Carla's Pasta) 1 - WPCA Application, Approval Letter y 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 ~OSOR.coN� TELEPHONE(860) 644-2511 '.. February 16,2001 Carla's Pasta 27A Progress Drive Manchester,Cr 06040 Attn: Sergio Squatrito RE: Carla's Pasta—Connecticut Avenue(Talbot Lane)—Approval to Connect Dear Mr.Squatrito: The South Windsor Water Pollution Control Authority,at a regular meeting of February 6,2001,gave approval for the connection of a commercial building to the Town's sewerage system located at Connecticut Avenue(to be renamed Talbot Lane),as more specifically shown on plans entitled"Site Development Plan",prepared by Messier&Associates,Inc.,Manchester,CT.,Project No.00-158,Dated 11/00,with revisions dated 11/13/00, 11/27/00, 11/30/00, 12/12/00, 12/15/00,Drawing No. 5 Dated 11/00, with revisions dated 11/27/00, 11/30/00, 12/12/00, 12/15/00,and subject to a connection charge and subject to the following conditions: 1. Approval from the State of Connecticut Department of Environmental Protection for a discharge Permit. 2. Monitoring of discharge to determine the surcharge to be assessed if BOD exceeds the limit set by the Authority. 3. The system will contain an 8"line into the grease separator with an 8"lateral from the grease separator to the 10"main line. 4. A connection charge of$14,825 based on 5.93 acres be paid at the time the permit is issued. 5. Subject to the technical approval of the Town of South Windsor Engineering Department 6. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff,and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority,and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, Thomas finds n,Chairman Water Pollution Control Authority TH:dd CC:Matthew Galligan,Town Manager >' Michael L Gantick,Director of Public Works Jerry Iazzetta,Town Engineer Marcia Banach,Director of Planning John Collins,Chief Building Inspector TOWN OF SOUTH WINDSOR WATER POLL€, PION CONTROL AUTHORITY APPLICATION FORM Application No. Date Received Date Scheduled For Applicant Sup, \ REtqj r Y L. L. C Address /92 1(Vv��w Rn p�Y11ANcHE, iCTOIoO CO Telephone No. 4too-6H7 7rS2 Owner of Record on Land Records t - �Eg�rr 1 > C A CO"WCCTIC✓r 4/M no tiAo;o 7% Cu ePHNY Owners Address 2 75' ii/ew 5rAre k�,aay XfAlc«fts-rt,2 I CT o(,oHo Property Description: Assessor's Map # 6o Parcel # /o Vol. /o9H Page Zl S Project Title: C✓+RI-a's Ar-rA FACX.ITY OEVEwPME.v, oSCCT Inquiries to be erected to: (name, address, telephone no.) 5em io 5avg ratT0 CAR, A5 Pr95rd , 275A PRclsei55 PHonl" 5(,a -G97- 9/52. Approvals Previously Received (Check) IWA X P & Z X ZBA Purpose of Application: (Check all that apply) 1. Sewer Extension/Connection -- Residential Use a. Subdivision b. Single Unit c. Other �€xpiain d. Type o Approval: Concept 2. Sewer Extension/Connection -- Industrial/Commercial User a. New Connection X b. Request to Increase Mow�ate c. Change in Nature of Waste Discharge d. Other Explain e. Type o Approval: Concept utal 3. Appeal of Sewer User Charge a. Residential b. Industrial/Comm rcial 4. Sewer Assessment a. Establish Sewer Assessment b. Appeal of Sewer Assessment c. Change.in Use of Property 5. Regulatory Appeal ; Explain 6. Other Explain i3 a A Jsgnature nature ate � �3 a o w e Da tL (See Reverse Side for Application Submittal Procedures) 1wso/WPGVapPRcawn - 11/261% 0 /31/01 11:45 FAX 14137871786 THE DENNIS GROUP U 002/005 > TOWN OF SOUTH WL rDSOR WATER POLLUTION CONTROL'AUTHORITX APPLICATION FORM Application No.. Date Received Date Scheduled For Applicant suR k REAt.T Y Address 2 Uo -Wsc.p n ANCM; -ra CYO1�C`t0 elephone No. $(s0 Owner of Record on Land Kerorus " - flr_c Y,4 l C �Jl Cv -c-ic✓' .n rso L ne,H t% ...... Y Owners Address 2'75 New 51-4 1- Roca. MdAletw-Ere&cl:r 06010 Property Description: Assessor's Map # 6o Parcel # /o Vol. Joyy Page ZI Project Tit] aR e: C �a's ASYA FAL10'rle 4�Jaw�P��„ or�cT Inquiries to be trected to: (name, address, telephone no.) 545afrio S v Tn.1To CaR✓ts PqsrA 21TA PAoGResSoz,� _mauca`sr� per O�cyo P,ieNe: Gy'1- i z Approvals Previously Received (Check) IWA X P &Z X ZAA Purpose of Application: (Check all that apply) 1. Sewer Extension/Connection — Residential Use a. Subdivision b. Single Unit c. Other 'Explain d. Type o Approval: Concept 2. Sewer Extension/Connection — IndustriaUCommercial User a. New Connection X b. Request to Increase ow ate c. Change in Nature of Waste Disc ra ge d. Other Explain e. Type o Approval: Concept 3. Appeal of Sewer User Charge a. Residential b. Industrial/Comme�rcW 4. Sewer Assessment a. Establish Sewer Assessment b. Appeal of Sewer Assessment c. Change.in Use of Property 5. Regulatory Appeal ; Explain 6. Other Explain Applit s Stgnamre a[e can Owner's Signature ate (See Reverse Side for Application Submittal Procedures) 1w,Q1 YPC41appllcadon 11126N6 01,,131/01 11:46 FAX 14137871786 THE DENNIS GROUP I21003/005 TBEEkmm Ggoi ip, INC. PLANNfNG . ENGINEERING A CONSTRUCTION MANAGEMENT 30 January,2001 Mr.C.Fredrick Shaw Superintendent Pollution Control Town of South Windsor 1540 Sullivan Avenue South Windsor,Cr 06074 Re: Carla's Pasta Facility WPCA Application Form Dear Mr.Shaw: Pursuant to our conversation regarding Carla's Pasta,below is a description of the Facility's general operations and anticipated wastewater discharge characteristics_ Project Description Carla's Pasta currently operates an existing facility in the Town of Manchester. Due to the growth of the business,the existing facility is insufficient to meet future demands, The proposed Carla's Pasta project consists of developing a 7.2-acre lot for a new 46,300 square foot food processing facility in South Windsor. The facility will manufacture various pasta products for the wholesale frozen food market. The pasta will be mixed,formed,blanched and frozen at the facility. In addition to the pasta dough manufacturing,minor amounts of various pasta fillings and sauces will also be produced at the facility. The site project drawings are attached,in addition to the revised cul-de-sac design showing the point of connection to the city sewer system. The facility will employ approximately 48 people over three shifts of operation. ill and 2nd shift will consist of production. 3 shift will consist of facility and equipment cleaning and sanitation. The facility will operate approximately 6 to 7 days/week,52 weeks/year. Process wastewater from the facility's operations will be generated during all three shifts. Doting the production period, Shifts 1 and 2,the majority of the wastewater will be generated from the pasta cooking operation. Various minor flows will also occur during general cleaning of the facility and filling/sauce,kitchens_ During the nightly cleaning and sanitation period,Shift 3,process wastewater will be generated from washdown of the facility and equipment Blowdown from the refrigeration and boiler systems will occur over all three shifts. Projected Pre-Treatment Requirements The existing facility discharges to the POTW system via an oil/grease interceptor. The new South Windsor facility is also currently designed such that all process wastewater will flow through a similar interceptor. Estimated Flow The existing Manchester facility currently discharges approximately 22,000 gallons/day(GPD). The new facility,due to process equipment expansion,is projected to discharge approximately 30,000 GPD. Domestic wastewater will be generated from the employee amenity areas,and generally will not exceed 15 gallons/day- employee,or 720 GPD,including employee handwashing requirements. Estimated Flow Characteristics In an effort to estimate the projected flow characteristics of the new facility,a sampling program was implemented at the existing Manchester Facility. Since the majority of the project improvements are expansion related,it is assumed that the flow volume will increase, while the effluent characteristics will remain similar in nature. 1391 MAiNSTRPST 136 S0LrrK MAIN STaMT SPRINGPIHLD,MASSACHUSEM 01103 SALT LAU CHY,UTAH 84101 413,787.1785 A FAX 413.787.1786 801.531.9585 . FAX 810.531.8586 01/31/01 11:46 FAX 14137871786 TEE DENNIS GROUP 1@ 004/005 `SHE Daimq GRnT?p INC. PLANNING a ENGINEERING A C0NSTRUC170N MANAGEMENT Sampling was performed from December 12o'through December 15`h,2001- One grab sample was obtained during each of the facility shifts_ A summary of the sampling analyses is provided in the attached table titled`Summary of Effluent Analysis". i The new South Windsor facility will generally follow the biological and physical characteristics noted at the existing { Manchester facility. Thus,the anticipated primary characteristics for a 24-hour composite sample are as follows: i Parameter Avera a Peak BOD 690 U601 TSS 250 1 Oil&Grease 30 Please do not hesitate to contact me if you need any additional information(ph 801.531.8595,fax 801.531.8586). Thank you for your assistance. Best regards, •lw+ �0 Jaso Res Th SS Group,LLC Cc: Sergio Squatrito(Carla's Pasta) Dan McCreary(Dennis Group) 1391 MAIN STREET 136 Sours MAIN STREET SPAINOMELD,MASSACHUSETTS 01103 SALT LAKE CITY,UTAH 84101 413.787.1785 • FAX 413.787.1786 801.531.9595 . FAX 810.531.8586 Caria's Pasta SUMMARY OF EFFLUENT ANALYSIS January 30,2001 Existing Manchester Facility December 12th through 15th,2000 U CARLA'S PASTA EFFLUENT ANALYSIS - Period Grab Samples Total Total r BODS BOD5 Dissolved Suspended 0111 CLIENT ID Location' LAB,ID Date Time reported Est x COD Solids Solids Grease mgl m mg Mg1I mg mg 451001212-02 Effluent AD04760 12/12100 17:08 >77 715 1300 770 240 70 F 2-04 Effluent AD04815 12113/00 0:50 1200 1200 2500 1000 550 88 r 451001212-06 Effluent AD04817 12/13/00 9:15 >83 330 600 440 130 8.1 451001213-08 Effluent AD04937 12M3/00 16:45 >90 424 770 470 160 12 451001214-12 Effluent A005070 12/14/00 8A5 >90 165 300 270 72 3.6 451001214-14 Effluent A005225 12/14/00 16:45 1200 1200 1400 870 130 9.2 w 451001215-16 Effluent AD05272 12/15/00 1:45 1100 1100 2700 800 540 20 451001215-18 Effluent AD05274 12/15/00 8*45 >89 358 650 380 130 1.9 CARLA'S PASTA EFFLUENT SUMMARY Total Total BOD5 Dissolved Suspended Oil/ Est? COD Solids Solids Grease rdr mg7F mg11l mg mg mg 24-Hour Period Estimate4 EFFLUENT AVERAGE 686 1278 625 244 28.6 EFFLUENT PEAK 748 1676 737 336 55.4 [ v 8-Hour Period Estimate EFFLUENT PERIOD PEAK 1200 2700 1000 5501 88.01 NOTES: 1 Location of sampling relative to existing facility grease interceptor influent/effluent Flow. 2 Values of BOD5 reported as>value were estimated from BODICOD ratios of valid data. 3 BDL-Below Detection Limit;for Nitrate as N.0.01mg11. 4 Flow estimates for each period have been developed showing approximately 113 of the overall daily flow 0 0 Cn 67Wastewater-Water-S.xis The Dennis Group, Inc, Sampling Data