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HomeMy WebLinkAboutWPCA 540 & 570 Sullivan Avenue SOW N Sf4 C � a • w� 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 f�OSOR-CO TELEPHONE (860) 644-2511 March 13, 2019 R& L Trucking C/O J.R. Russo&Associates, LLC. Timothy Coon P.O. Box 938 East Windsor, CT 06088 RE: 540 &570 Sullivan Avenue/R& L Trucking WPCA Approval Letter/Planning Application No. 18-61 P Dear Mr. Coon: The South Windsor Water Pollution Control Authority, at its regular meeting of March 5, 2019, approved the application as presented for connection to the Town's sewerage system of a proposed distribution center ors property located 540 and 570 Sullivan Avenue, as more specifically shown on plans entitled "R & L Carriers, 540 & 570 Sullivan Avenue, South Windsor, Connecticut", Prepared by JR Russo &Associates, LLC, East Windsor, CT; Job No. 2018-030, Dated 10/31/18, "Utility Plan"—Sheet 5 of 10. Revisions Dates: 12-10-18, 2-27-19. This approval is subject to the following conditions: 1. A copy of a 20'wide easement allowing the Town access to the private property for sewer monitoring purpose; the easement must be reviewed, and approved by the Town; and the drawings presented will be modified to reflect said easement. 2. Payment of the following charges will be due at the time of connection, the rates for which will be in effect until June 30, 2019: a. Payment of the Connection Charge; b. Payment of a Capacity Charge in an amount to be determined when connected; and c. Payment of the Lateral Charge for each new lateral; 3. Technical approval of the Town of South Windsor Engineering Department; and 4. Final Authority approval and acceptance of the sanitary sewerage connection is conditioned upon the installed sewer line having been inspected by the Town staff, and 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 regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Sincerely yours, 11 Rich rd Aries, Chairman Wa r Pollution Control Authority cc: Michael J. Gantick, Director of Public Works Jeff Doolittle, Town Engineer/Assistant Director of Public Works Michele Lipe, Director of Planning Chris Dougan, Chief Building Inspector TOWN OF SOUTH WINDSOR WATER POLLUTION CONTROL AUTHORITY APPLICATION FORM Application No.: ]Date Received Date Scheduled For Applicant L. ' Address Li o -k- 0 0 Telephone No.: t3o�- �.3 558 x ZZ�48 Owner of Record on Land Records 'Vt_6LJCs e,AS LL-C Owner's Address Property Description: Z 1 W Assessor's Map# i Parcel# 12 k S Vol. iSO-�N Page 1_ Ct6 Project Title: (� �a�C�-e�-S Inquiries to be Directed to: (Name,Address,Telephone No.) Approvals Previously Received(Check) IWA Y_ P&Z X ZBA Purpose of Application: (Check all that apply) 1. Sewer Extension/Connection--Residential Use a. Subdivision b. Single Unit c. Other Explain d. Type of Approval: 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 (} i d. Other X Explain DewNc �s�: � �au cuc� ;AtJ- .% e. Type of Approval: Concept Fmal X 0 J OJ S e 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. ther Explain Ap c t s Signature Date Owner's Si ature Date LETTER OF TRANSMITTAL 00 RUSSO DATE: 1-29-19 JOB NO. 2018-030 ;rw SURVEYORS•ENGVEERS Shoham Rd East Windsor,C^05088 ATTN. Tony Manfre CT: (860)623-0569 RE: MA: (413) 785-1158 R&L Trucking TO South Windsor WPCA 540-570 Sullivan Avenue 1540 Sullivan Ave. South Windsor, CT 06074 WE ARE SENDING YOU ® Attached ❑ Under separate cover Via delivery the following items: ❑ Cover Letter ® Paper Prints ❑ Mylars ❑ Specifications ❑ Report ® Other COPIES DATE SHEET NO. DESCRIPTION 1 12-10-18 410 Site Plan (24x36) 1 12-10-18 410 Site Plan (11x17) 1 1-29-19 WPCA Application Form 1 Project Narrative THESE ARE TRANSMITTED (as checked below): ® For approval ❑ For your use ❑ For review and comment ❑ As requested ❑ For signature ❑ For your records ❑ Returned after loan to us ❑ For bids due REMARKS: cc: R&L Investments LLC SENT BY: Timothy Coon Page 1 of 1 RUSSO SURVEYORS,ENGINEERS Project Narrative R&L Trucking is proposing to expand their current facility at 540 and 570 Sullivan Avenue in South Windsor. R&L Trucking currently occupies a 9.69 acre lot at 540 Sullivan Avenue. This site is improved with two buildings surrounded by paved areas. The property at 570 Sullivan Avenue is 7.48 acres and was formerly used as a contractor's yard. The expansion will include alteration of the existing buildings at 540 Sullivan Avenue to create an office and add 52 new loading docks. The altered building will continue to use the current sanitary lateral to the front building. The existing building at 570 Sullivan Avenue will be demolished and a new maintenance building and fuel island will be constructed. The existing sanitary lateral to the demolished building will be plugged and abandoned. The new maintenance building will contain bathrooms and floor drains. In addition,floor drains will be installed under the canopy at the fuel island. All floor drains will be connected to a new Oil/Water Separator. The discharge from the Oil/Water Separator will combine with the sanitary flow prior to connection to an existing sanitary manhole located on the southeast corner of the property, which was utilized by the existing building. This manhole is currently connected to the municipal sanitary sewer main in Sullivan Avenue. As a result of the re-use of the existing laterals serving the two properties, the proposed project will not require a new connection to the municipal sewer. 1 Shoham Rd.East Windsor.CT06088.wwwjrrusso.com CT860.623.0559.MA 413.785.1158 SERVING CONNECTICUT& MASSACHUSETTS 0' A- ........... r4AI 0 n-C.I.j A A% WA�7:1P E'S I a"1,' '85, N W4 ---- -------- SUM D 86 SL414 SL�n ..i.DqXILEDF74GKTFEM, SPA?EkDDB)M-SSSV4C 19A$DDBXD24FrPOLE AR 6 S 4H SINGLE 1 20 u"o LJW-k DKI LEDP940KTFr.UWOLTSPAPERHSDDB)M-SM �244CDMWASDD 24FTFOLE F-el 9 3 SL+2 B-A ­2 1 Uffim.DW LED"40K fMVOLTSPAPERDDBXD-SSS244CDM2.ASDDIDM 24FTPOU oe 1177 S sa......... 5�..6 s. I-E.U)NY LEDPD2!QK RLCDDS IC 'WzLg 30CW04c� 71 90 Lithd. UMMvOLTFEDDMD IN !1 ?14 Lz,'_7:7- r. 71 0900 1 ilh.k TFThIMVOLTPEI)DBXD .......... r �A i, M WE= Ave ffill ..s N_ E* a BLDG r wo DO Sa co fZ 1-F.­_9 L0 If, r x S�.01M-Hr­;7' W 2o I "I Ieta 1 -1, 0 ­4 Is k �t III PEI," CD 3: 1 H 0 to 0 0 - 00 C K12 MH:20 GRAP�HIC SCALE se;EXJENDE CONt 0 se y, d w_ CB T01? w REPLACE EXIST `' -937 NEW 6' '7'pROp IN n TF=87 40-- CPEF; A HYDRANT CB#4 1 inch 40 it TYPE T%p'r RE 58, 15 ------ CB#3 S-0.5% r3.... ... ------- TF=87.40 fL 4.21 (4!') 8 _'W�f4'P R-35 ........... E13.21 (15") MID AR� oL_-,t:- LEGEND CONNECT TO ijkSTJ. DRAIN WATER 10AW EXISTING UTILITY POLE 42'-15*CPEP-S TF=86.60 ­-'aEMOUT TYP. CB#5 FIL COORD. CT ............. �14 WATER,C(�PMYf S=0.5% FL=82.90 --------- EXISTING LIGHT POLE X S--0.55% PROPOSED CHAIN LINK FENCE 0 S=I.OX TF-86.6 WATER METER PIT su SCALE FL=82-69 rr EXISTING HYDRANT TILTY POLE SW4 RELOCATEIU EXISTING SIGN 1127�­C PVC SDR-35_4 8 1 CPEP-S > TRUCK COOR6.W/UTILITY PHASE 2 - ♦ e PVC TEE EXISTING WATER LINE "PM.Y75 • .'----a..-�--"\. . FL=81.73 4-- W PROPOSED WATER LINE !2 42'-15 CPEP-S EXISTING HAND HOLE .1 S--O 51 --------18'=4'�P90 SDR-�♦ -1 _ST. OH EXISMNG OVERHEAD WIRES T.TF-,'85. EL#; Lei UG PROPOSED UNDERGROUND UTILITY C 6 EXISTING GAS LINE flL�82;ga-- PROPOSED GAS LINE TF 'a. S 1101, EIJMINXTII)'R �Ljg% i� HOOD(&R'EQUXL)I't REVISIONS W7 7- ------W26 El EXISTING CATCH BASIN BY..RS 81.55 IN _!E2 PROPOSED CATCH BASIN 4*X6"PVC 4;1.30 OUT �wjj � � I TEE WYE E Be- 0 EXISTING DRAINAGE MANHOLE IIW-6"PVC wl ': 0.69(6*) PROPOSED DRAINAGE MANHOLE SDR 35 EXISTING STORM SEWER 4 0, Z PROPOSED STORM SEWER 7- FD PROPOSED FLOOR DRAIN DISCHARGE IN E REPLACE EXIST.DMH f2 G EXISTING SANITARY MANHOLE W/COS TREATMENT 0 PROPOSED SANITARY MANHOLE SIRUCIURE 282'-18 - EXISTING SANITARY SEWER 5% S PROPOSED SANITARY SEWER A- SW4 0 EXISTING IRON PIN a3s FL=81.47 0 NO W43 0 IRON PIN TO BE SET 188'-6',PVC SDR-35 12*-4"PVC SDR-35 S--27.25% EXISTING MONUMENT(FOUND) 0) C.2 S=2.12X 61-6.P 5 EXISTING SPOT GRADE REPLACE ­` 1. sb ---- EXISflNG CONTOUR < 0'6dST.PIPE PROPOSED CONTOUR W/641-24'CP'EP-S GO 70'-4!PVC SDR-35 CB#2 S=0.5 CB -MEN PROPOSED SPOT GRADE S=4ats .67X FL=a5.0 TF=86.20 #1 'x\" `e�; - I , 0 FL=85.0 INSTALL THE 7F-86.20 FL=82-85 ELIMINATOR OIL TRAP ; - PROPERTY LINE 0 FL=82.05(15 FL=81.80(18-) MONITORING WELL 0 HOOD(OR EQUAL) -- - PROPOSED SEDIMENT BARRIER 0) RAI EXIST.CB TOP V LIMIT OF WETLANDS I� Co -.".. ; V� 4 Z F�6.0 NEW 6 NOTE. CLEAN FLUSH ALL 4" -15 CPEP-S COMPONENTST. 160' EP S S. RFAMIN S=0.5% DRAINAGE SYSTEM W45 DO C) M ....... GENERAL NOTES- EXCAVATE&DIS POSE 't 0 r5W471. Parcel is partially located in Inland Wetlands as delineated LO V, ACCUMULATE SEDIMENT%IV 160'-18'CPEP-S RE-ESTABLISH BOTTOM S=0.5% 'd stal Services April 2018 as he- J ELEV.-& hare-,Engia r-II6, i W52 W53 A., ER SEPM-- I W67W62 2.Parcel lies in Zen,X(Areas determined to be outside 500 -62.0 1157 w__ Sce 1. CLE Z W" i oul flood plain per Flood Insurance Rate Map Town Of h Windsor Community Panel Number 09003CO377 F Map BE Revised September 26.2016; &EDIM RV FROM sk STONE LTER e7e LAND FINGER TO DRAIN _-TOP 13 0 BE FILLED(3,197 SF) 3 Hearin Elevations are based on OUTF mii 80'WILANDS Ig.are based on CGS NAD 83; i. ; . FLARED END NA' 1988, VI) "J" FORE A F��4111 B'D L CONNECT NEW PIPE sLl -88------ - 4.All underground utility locations on this plan am and may net be complete. Anyone using this "i"ant-without verifying the locations doe,so at their EXIST.CB CORE-BORE& ONNECT TO EX i NEW L=81.15 TO EXIST.SMH RIZ inpfpo'rm tio sI, REBUILD INV.TO ............................................. risk No construction will be done on this site prior Utility Plan to utility mark cut. "Call Before You Dig 1-800-922-4455". ACCOMMODATE N W INLET 'IBO NEW FL=76.7 ............ ................ ............ 2 ................... DAIE...................... ........... ........ TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS RAP IS SURS?'ANI)ALLY CORRECT AS N07ED HEREON. 4!'TO 12"DEEP AQUATIC 10-31-18 51� This--v-Y end map has been prepared in accordance with S_�,ms 20-300b-I thru PLANTING AREA 4 20 300b 20 of ............. of ................. ----------- 1'-40- S�ysurand Maps in the State of Connecticut"as endorsed by the ........................ Land Su rveyors, 11 is a Emperty Survey based on a Its-conforming to Horizontal Cl A ................ .................................................................... -2& ......... PogmPhic Survey conforming to Class T-2. Lv .. ... ... ................................. ............. o 2018-030 This document jand copies thereof are valid only if they bear the live signature and embossed 5REEI d .3 44r DEEP PERMANENT seal Of the designated professional. Urauth,"-ad alterations render any declaration hereon 5 of 10 ImIl an void.d POOL AREA(11,916