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Home My WebLink AboutWPCA 1249 John Fitch Boulevard SOWN Sf4 aloe 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 soR-CO TELEPHONE (860) 644-2511 December 20, 2007 Mr. Jay Ussery, P.E. J.R. Russo &Associates 1 Shoham Road East Windsor, CT 06088 Re: 1249 John Fitch Blvd. Dear Mr. Ussery: .The South Windsor Water Pollution'Control Authority, at its regular meeting of December 4, 2007, approved the application as .presented for connection to the Town's sewerage system of a proposed industrial building located at 1249 John Fitch-Blvd., South Windsor, CT as more specifically shown on plans entitled "John Fitch Partners, LLC&Andre L. Charbonneau, 1249& 1265 John Fitch Boulevard, 125 Edwin Road (Mailing Address),. South Windsor, Connecticut" Prepared by J. R. Russo & Associates,.•East Windsor, CT; Sheet No.: 3 of 9 "Situ Plan", No.: 2002-098, Dated 11-15-04 with revision dates: 12-10-04, 2-15-05, 2/21/05, 4/22/05,.2-9-07, 11-9-07, and 11-21-07. This motion is subject to the following conditions: 1. :•An external outlet and transfer system, and CL&P power disconnect must be supplied for the use of an emergency generator in the event of a power outage at 1265 and/or 1249 John Fitch Blvd.; 2. Provide an easement in favor of the Town for access to a monitoring manhole at 1265 John Fitch Blvd.; 3. Technical approval of the Town.of South Windsor Engineering Department; 4. 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 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, Joseph J. Carino, Chairman Water Pollution Control Authority JC:ead cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer Marcia Banach, Director of Planning Chris Dougan, Chief Building Inspector �._.._._ . TOWN OF SOUTH WINDSOR WATER POLLUTION CONTROL AUTHORITY NUV 6 Z007 APPLICATION FORM WPCA -,ourHW*QsoP,cr Application No. Date Received _1 Date Scheduled For 1a-tii C7�1 Applicant John Fitch Partners, LLC & Andre L. Charbonneau AddressYdindQny, Telephone No. 528-7551 Owner of ecord on Land Records Same as above Owners Address Property Description: Assessor's Map # 84 Parcel # 49 & 50 Vol. Page Project Title: New Industrial building at 1249 John Fitch Blvd Inquiries to be Directed to: (name, address, telephone no.) Dana Steele, J.R. Russo & Associates 1 Shoham oad East Windsor, CT 96U-6Z3=0569— Approvals Previously Received (Check) IWA x P & Z X ZPA N/A Purpose of Application: (Check all that apply) 1. Sewer Extension/Connection -- Residential Use a. Subdivision b. Single Unit c. Other Explain d. Type o A pproval: Concept Final 2. Sewer Extension/Connection -- Industrial/Commercial User a. New Connection b. Request to Increase Flow Rate c. Change in Nature of Waste Discharge d. Other Explain e. Type o Approval: Concept g Final 3. Appeal of Sewer User Charge a. Residential b. Industrial/Commercial 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 ' 11-21-07 Applicant's Signature Date C# 11-21-07 Owner's Signature Date (See Reverse Side for Application Submittal Procedures) /nisso/W C41application 11/26/96 J.R. RUSSO & ASSOCIATES Land Surveyors & Professional Engineers RECEIVED NUV '� 6 2007 WaCA November 21, 2007 SOUTHWINDSOR,Cf Fred Shaw South Windsor Water Pollution Control Authority 1540 Sullivan Avenue South Windsor, CT 06074 Re: Site Plan Change Order—WPCA New Connection Application 1249 & 1265 John Fitch Boulevard Dear Fred: As you know, Andre Charbonneau has submitted a change order for utility connections to the new industrial building at 1249 John Fitch Boulevard, currently under construction. These changes include the sanitary sewer connection which is now proposed to connect to the existing 2" force main at 1265 John Fitch Boulevard. As the revised site plan indicates, these two parcels (1249 & 1265) have been merged into a single parcel. The existing force main at 1265 exits the pump chamber (midway down the south side of the building) and runs approximately 427 feet under the existing floor slab until it reaches an existing manhole with gravity sewer lateral outlet on the east side of building. The new 2" force main from 1249 will connect directly to the existing force main between the pump station and the 1265 building slab. The pump station coordinator, F.J. Smith (Blake Equipment Co., Inc.) has reviewed the proposed configuration and determined that both pump stations can utilize the same force main effectively. If preferred, the pumps could also be coordinated to pump at different times. Enclosed are correspondence from F.J. Smith and calculations demonstrating performance of both pumps working simultaneously. We have also enclosed a WPCA application form and two revised copies of sheets 3 of 9 (site plan) and 9 of 9 (pump station detail) for your review and processing. If you have any questions, or require further information, please call our office at (860) 623-0569. Sincerely, Dana Steele, P.E. J.R. Russo &Associates cc: Andre Charbonneau File#2002-098 1 Shoham Road • East Windsor, CT 06088 • TEL: (860) 623-0569 • FAX: (860) 623-2485 J.R. RUSSO & ASSOCIATES RECEIVED Land Surveyors & Professional Engineers NOV 2 62007 W PCA SOUTH WINDSOR,CT November 21, 2007 Fred Shaw South Windsor Water Pollution Control Authority 1540 Sullivan Avenue South Windsor, CT 06074 Re: Force Main Analysis 1249 & 1265 John Fitch Boulevard South Windsor, CT Dear Mr. Shaw: As requested, I have completed an analysis of the existing 2-inch force main serving 1249 & 1265 John Fitch Boulevard. A schematic of the existing force main showing pump locations and elevations is attached. The existing pump at 1249 John Fitch Boulevard is a Myers WG20, 2 hp grinder pump. The pump performance curve provided by Blake Equipment is attached. The proposed pump at 1265 John Fitch Boulevard will be a HOMA GRP26/3 grinder pump. Its pump performance curve is also attached. When pumping alone, the new HOMA pump will have to overcome the friction of the entire 594 feet of 2-inch force main and an elevation head of 17 feet. A pump system curve for these parameters is attached. When plotted on the pump performance curve for the HOMA pump, it indicates that the pump will run at 43.5 gallons per minute (gpm) at a total dynamic head (TDH) of approximately 39 feet. When pumping at the same time as the existing pump, a portion of the force main will be subject to a higher combined flow rate producing larger friction losses. The second 427 foot section of force main will be subject to the combined flow, while the first 167' section of force main will only be subject to the flow of the first pump. As a result of the higher flow rates in the second section of force main, both pumps will be subject to higher heads. The actual pumping rates of each pump under these conditions were determined by trial and error. The resulting pump rates for the existing pump and new pumps pumping together are approximately 43.5 gpm and 39.5 gpm, respectively. The first branch of the force main will be subject to the 39.5 gpm flow while the second branch of the force main will be subject to a combined flow of 88 gpm. To verify these rates,we calculate the friction loss in each section of pipe and check that the expected flow rates match their.respective pump curves. The friction loss in the first section of pipe will equal to approximately 3.7 feet (0.0222 ft/ft loss at 39.5 gpm x 167 ft). The friction loss in the second branch of pipe will be approximately 36.7 feet (0.0859 ft/ft loss at 88 gpm x 427 ft). Thus, the existing pump will see a TDH of 40.7 feet (36.7 ft friction loss in second branch + 4 ft of elevation head). From the pump curve, this results in a flow of approximately 43.5 gpm. The new pump will 1 Shoham Road - East Windsor, CT 06088 - TEL: (860) 623-0569 - FAX: (860) 623-2485 be subject to a TDH of 57.3 feet (36.7 feet of friction loss in second branch+ 3.7 feet friction loss in I"branch+ 17 feet of elevation head). A quick check of the pump curve shows that this corresponds to a flow rate of 39.5 gpm. In conclusion, both pumps are capable of pumping at these flow rates and the force main and pumps will be able to work adequately when the two pumps are pumping alone or together. I hope this information satisfactorily address your concerns. If there are any questions, or you require further information,please call our office at(860) 623-0569. Since ly, 't Timothy A. Coon, P.E. J.R.Russo &Associates Attachments Cc: Andre Charbonneau File#2002-098 J.R.,RUSSO &ASSOCIATES JOB Z002-s ®qS Land Surveyors&Professional Engineers SHEET No._ of 1 Shoham Road CALCULATED BY 1 r`� DATE EAST WINDSOR,CONNECTICUT 06088 TEL:(860)623-0569 CHECKED BY DATE Fax:(860)623-2485 SCALE _,_ TN -------__----0-_ ____________ _ ;_ _ °__ tip__ _ - ____ ____P�j _1 ____ -------------- ___ __--___ __ __ - _ _ _ ________ ___ __________ __ - - „ - _ _t�_,___ -------- ________ - - -_- r - - - _ - - _ __ e ___U'__ -------_____________ _ ______- _ _- ____-____ -____------------ - - _ __-------------- ' __ ------------- ------------- Ar - - - _ _ __ t.e:>:dE±r-,or„ 4E85� s'� ag'ie3$i {�52iV3C@ 5-EQQ-86.3-n 27 �fEizS{;tc.�aroion,tit`i Quit sa:aw.neUs.cam Ret NO:,,35�9t5t:ns Nov, 21. 2007 1:23PM No. 2525 P. 3 Ho PERFORMANCE CUR11E5 ;,,,0� 2—poles : 3450 qm" ,/ 0paa it Tww OWX 3(FY) ' 2'Non�irsl alma► K saK-wa inpelr Ur $ON ON 50 N= 120 100 so 80 tt 70 6o — — — — —�- 80 X L — — — — so � I 40 hL 40 30 I � 20 20 F4� 0 12 24 36 45 50 W/ExtS;r '?okf o0 ?qJX GPI°, A,.oNE 43.E GPM f �t 6561 FLOW[u•s.cw) 5 4 11 � 2 b� 0 Daly aca Sent.or 0) hM it Nov, 20. 2007 12,21PM No. 2484 P. 3 ?,WWI S Tw"O,-d PUMP PERFORMAMC£ i Capacity Liters Per Minute i 50 100 i50 200 250 300 45 140 SUBMERSIBLE GRINDER PUMPS MODEL: WGIWGX Series 40 120 SPEED: 3450 RPM 35 Wt320 ioo 30 f! I a 80 25'� zoo 1 60 WG20F i5 r 40 - - - - I t0 l f; 20 10 20 30 40 50 60 70 60 ' Capacity Gallons Per Minute ` WA VWAF o!J j 43.E &VtA CZV Wt T't,>kA 1 Available Models Motor Electrical Data NEC EVWlon start Run Run Start Run Code Service Standard Proof HP Volts Phase Hertz Amps Amps KW KVA KVA Letter Factor WG20-01-15 WGX20.01-15 2 200 1 60 60.0 15.0 2.8 10.0 3.0 F 1.25 ' WG20-21.15 WGX20.21.15 2 230 1 60 44.0 12.0 2.8 10.1 2.8 F 1.25 .� W020-03-15 WGX20-03-15 2 200 3 60 30.0 8.5 2.9 10.4 3.3 F 1.25 W020.23-15 WGX20.23.15 2 230 3 60 27.5 8.4 2.9 11.0 3.3 F 1.25 i W620-43-15 WGX20-43-15 2 460 3 60 13.8 4.2 2.9 11.0 3.3 F 1.25 i WG20-53-15 WGX20-53.15 2 575 3 60 1 11.0 3.4 1 2.9 11.0 3.3 F 1 1.25 Wa20F 01-15 WGX20E-01.15 2 200 1 60 500.0 15.0 2.8 10.0 3.0 F 1.25 WG20F 21-15 WGX20E-21-15 2 230 1 80 44.0 12.0 2.8 10.1 2.8 F 1.25 W020E-03-15 WGX20E-03-15 2 200 3 60 $0.0 9.5 2.9 •10.4 3.3 F. 1.25 WG20E-23.15 WGX20F 23-15 2 230 3 60 27.5 8.4 2.9 11.0 3.3 F 1.25 W02OF-43-15 WGX2OF-43-15 2 460 3 60 1&$ 4.2 2.9 11.0 3.3 F 1.26 WG20E-53-15 WGX20E-53.15 2 575 3 60 11.0 3.4 2.9 11.0 3.3 F 1.25 NOTE: Minimum impeller diameter available is W. I PUMP SYSTEM CURVE CALCULATIONS 2"PVC SDR-21 PROJECT: Andre Charbonneau, 1249&1265 John Fitch Blvd. JOB NO: 2002-098 ELEVATION HEAD 17 LENGTH OF FORCE MAIN (FT) 167 PIPE INSIDE DIA. (IN) 2.13 TOTAL TOTAL FLOW VELOCITY FRICTION FITTING FRICTION STATIC DYNAMIC (gpm) (fps) LOSS/FT LOSS HEAD(ft) HEAD(ft) HEAD(ft 10 0.90 0.0017 0.924686 1.21 17 18.21 15 1.35 0.0036 2.080543 2.68 17 19.68 20 1.80 0.0062 3.698743 4.73 17 21.73 25 2.25 0.0093 5.779287 7.33 17 24.33 30 2.70 0.0131 8.322173 10.50 17 27.50 39.5 3.56 0.0217 14.4 7741 18.06 17 35.06 40 3.60 0.0222 14.7 4497 18.51 17 35.51 43.5 3.92 0.0260 17.49737 21.83 17 38.83 50 4.50 0.0336 23.11715 28.73 17 45.73 60 5.41 0.0471 33.28869 41.16 17 58.16 70 6.31 0.0627 45.30961 55.78 17 72.78 _801 803 59.17989 72.59 17 89.59 83 7.48 0.0859 63.70161 78.05 17 95.05 MINOR LOSSES Kvalue Total K Fitting Type 2" # Value short radius,90 elbow 0.21 3 0.63 long radius,90 elbow 0.14 0 0 regular 45 elbow 0.24 1 0.24 22-1/2 bend 0.07 0 0 tee,flow through line 0.60 1 0.6 tee,flow through stem 1.80 2 3.6 180 return 0.38 0 0 plug valve 0.77 0 0 globe valve 10.00 0 0 gate valve 0.19 2 0.38 ball check valve 65.00 1 65 angle valve 5.00 0 0 sudden contraction(d/D=1/2) 0.42 1 0.42 swing check valve 2.50 1 2.5 73.37 "taken from Table 3.9, Civil Engineering Reference Manual for PE Exam 6th Edition, Lindeburg, 1997. Pagel Nov. 20. 200712:21PM No. 2484 P. 2 F. J. Smith a division of Blake Equipment Co.,Inc. 41 Commerce Way South Windsor,Cann ten 06074 860-5284623 Fax 960.528-8057 November 20,2007 J.R. Russo&Associates i Shoham Road East Windsor, CT 060$8 ATIN:Dana Steele RE: 1265 South John Fitch Boulevard Pump Station Dear Dana: The new pump station at 1265 South John Fitch Boulevard: Pump sizing was based on your calculations of 40 GPM @ 50'TDH Grinder pumps were selected for this application with an 11/" discharge. The existing pump station at 1265 John Fitch Boulevard has Myers WG20 Grinder pumps installed with a maximum flow rate of 40 GPM and a maximum 100 `shutoff head.These are also rnaximm figures.The existing pumps could have an impeller trim further reducing the flow rate to match the existing head condition. The existing head condition was not stated in the old file. (Please see attached curve) These pumps have an 11/4" discharge increasing in size to a 2" force main outside of the old pump station. The thinking is to share the existing 2" force main for both pump stations with isolation valves for future service considerations. If operation of both pump stations simultaneously is a concern it is possible to interlock the new pump station so that it does not pump till the older pump station is finished.The new station has more capacity than the old one. If you have any further questions please feel free to give us a call at anytime. Sincerely, F.J.Smith Equipment Co. Robert Klybas Nov, 19. 2007 11 . 22AM No. 2439 P. 2 F. J. Smith a division of Blake Equipment Co.,Inc. 41 Commerce Way South Windsor, Connecticut 06074 860-528-6623 Pax 860-528-8057 November 19, 2007 Andre' Charbonneau &Sons 125 Edwin.Road South Windsor, CT 06074 ATIN Mr Andre' Charbonneau RE: 1265 South John Fitch Boulevard Pump Station Dear Mr. Charbonneau: At a recent job meeting it was suggested that the existing 2" force main be utilized at 1265 John Fitch Boulevard to accept the flow from the 1265 South John Fitch Boulevard Pump Station. From an equipment manufacturers perspective there is no problem doing this due to the size of the pumps and associated flow rates. From a maintenance perspective we do recommend that an underground curb valve be installed to isolate both systems in the event service is required If you have any further questions please feel free to give us a call at anytime. Sincerely, F J. Smith Equipment Co. Robert Klybas