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HomeMy WebLinkAboutSite Plan - Conservation (481) F F TOM or SOOTa spa INLAxv wvLAHD. WATESCOMZS AM COhSUVATIOM'APPLICAT=OW " APPLZCJMO! f.q 11A11 /.S- 3. The application. yap and plaaa.ftas b� submitted forth in the Inland Wetlands. Vats be and d In sntiaaat . tose�s Wiadsos. (San Regulations, Section iolati Kth the Pee so an VI). �. Tom of South Z• she South Windsor Inland Witl . The Soot Win respect to the stan"ands. ilatercotlrses and Conser"tiom Sstulat1 �olatians, Sections VIZZ _ x) r� and critssia for application oa should be �alnstion. (See S. TU appucaat understands that thin application la to be cosiside infOraaticn and docurnts required by the Aseltcy have been sabaitty dusts only Mhen Section VII). R4ttslatioas A. APM.ICAn•S MM' OILOMPANY AD==11 414 TOLLAND STREET EAST HARTFORD, CT 06108 PSOMiS (SO1ls) - -- (WORK) 203) 289-6435 _ a. LSOAL WAM-S NAlg: t RvNiN s Acassss 414 TOLLAND STREET EAST HARTFORD CT 06108 PNOVIS (1102) - --- (lido) Li 3 289-6435 ( st additional - f20 owners, addresses, and phone numbers on back o! a C. IF TIM APPLICANT IS MT TD! , ofNW Ts pDlication). OMNUM AOTiOSIZI TU PSOPO�p PUPSRTl. A LET= 1T T= ft0pU� CANT TRIS FOSS AND WZLL U PART TU 4ACTZrITZLIC+►?ITl OSi SiT FOiT= IW T'M APPLZCATZ= MIT . D. PIOJZCT ayQi (if any) D RE T O TH WINDSOR 1. Contact Psrspt (it farther ia! LEON DES alaation it needed)• t. TIM 62001AMM LOCATIOU of Ta FROPIM UMIZATJM A= Mu I)ICLo Xn ♦ D VU= IS TO ItAFFM= n TjM IDWIFICATIOM OF TIM PROP F1TY OM M MON OF TU LAsa TZ SUMCIM MAIL A PROPERTYTHE IS LOCATED AT THE • INNTE LAM �'Z•A)10 A CTIONF WA�Msxs wAP• IN SOjjj: OAKLAND ROAD AND !jT ROAD NDSOR. IT IS ON THE WEST SIDE OF SIDE OF LAND ROAD AND T F H .LT ROAD, "" E NORTH PAQS 1 a r. @t 0 m o r ALL Aau"no PitopuTr owunf t (USI SVA" SMIST IF VWND CPNTPR ASSOCIATES iad�?) JOHN Q. NAYS Y00 NOTMO ALL ABUTTM pftpn = OWM S DY CSLTItIID Li??!t PWING 2ZM2i TMS AGA=?. TWA! Ail APPLICATION I **(You are required to supply a copy.ot the latter with the list of the Dam a the abutters).** 9. POIRM AND DUCRIMON Of ALL PSOPOSID RMULATO ACTT=($) =CL= ANDQt! Of F= AND TIM TIM sL�r INv�o�q� TY!=S THE PROPOSED ACTIVITY IS "6NSTRUCTION OF A CAR WASH WITH ASSOCIATED ACCESS DRIVES AND UTILITIES . 575 ± CU.FT. ;=OF FILL TO BE DEPOSITED. ESTIMATED TIME NEEDED FOR CONSTRUCTION - 6 MONTHS' . /VYT�I 1t i V y D ou E I. A CL S A-2 MAP or T'M MPIITY DRAW To 1•-t0• Or TlIS MSTLAIDf AND WATUCOUISI$ • SDImNUM TU ARM TO is DXVVLO Sp• NAM AND LOCJrIOMf Ar�CTSD, TOlOaRAM* =XST= AM lh M=D Or ADJACM ACTZVZT >t ��� OVMII$ 1lpiT DS SUitITTID. L J. AC=IAGS Or VITLAID$ AND WAT=CoOUIS TO DS ALM= # NONE [. AC2 01 Or VITLMM AID WATUCOOSfIi TO DS CDIAT30v NONE L. LIIISAL FRO Or PhOtOS= ST12" ALTUIMON NONE x M. TOTAL LAND ARIA Or PROJXCT AND P=CUTAGS VSICM IS VlTLANDS t NONE 8. IDZ"M ALL OTM PED aTS OR A!!$OPAL3 MITI iifllCT To Tsi MPOS= TMA! MAYI DIU ISSURD, APPLI= �'OR. OR IM013= 1CTIR!! SO 1"" IN T� APPLICATION. (Those rY i",We but not be limited to, local llam�tauS i tastiiaS D.O.r., The Asap Corps o! _A aad • Zaai" hoard o! Appeals• D.S.t., say othW State, Local or red�ral remits.) ND ZONING ZONING BOARD OF APPEALS 0. TIM AlnICAM! "S =No= Un==UTM) sStiaZ Arr=aTa TEAT A aIGN VUi. Dt last=p AT TSI FOLLMINQ LOCATION/f 2 4 9 OAKLAND ROAD SOUTH WINDSOR ON OR DsrOii TMI ro KAlli S ICNAT=s LLOYIUQ "DaTS� ?MISS SIGN$ MUST DI DISPLAY=D CONTUMUSLY M AT LSAfT FM DAYS PRIOR To SCSSapLsp M=irINO. (See Aeiulatioos, 3ectioa 6.9a). PAQZ 2 wL 781 UNDERSIGNSD HERESY APPLIES FOR Ta RNONLATSD ACTMTISS Lls A INLAND WITLAND, WATERCOURSES AND COMSUVATION pMaT FOR TIE Tsa TIDI ! m '��. FO CONFIRMS TEATS D an= AN 1. Ht Is FAMILIAR VM Tt! CghRM,, EFF'CTIVi •Ibum VlTLm, WATSRCO , R�ULAMONS Ot = TM OF sotTs yIDD�. AND CONSSRVATIO Z. 8S/SUt UMDtRSTAMOt TRAT AT ANY TZW Dmm TSS ull m Pount TU Aa=a APPLICANT TO PROVIDS Mon IN"WATIOM ABOUT TU! WITLAM AD/Ol WdTUM U J I Z� AW/OR AMY PROPOSED ACTIVITY. 3• ALL IMFORMATION 3VWTTED IN TER APPLICATION FOR REYISY SEALL sS CONSID Tart CASs OF AMMCIPATO ACTIVITY. SIMI=- A MWd= FAZLURi OF Tgs Ap FACTUAL. OR HIS/� AGENTS TO PROMS COM=? INFORIlAMOM, PUCANT OR'ANY OF ACTIVITY AJITICIPATSD, SUALL 32 OR P�ORifANCS EZCZiDINp ?MS LiVELs OF RNOaLATIOWS SUFFICIENT GROtJMDg FOR RSVOCAMON OF ANY P=NIT UNDER TMs +• By XW= TU S APPLICATION. TUS APPLICANT 4ZM PSDQSSION TO Tss � WATSICOULSSi AMD COMSRSVATION COWS3IOS M�ERg ,�D/os Ira � D PORTION! OF Tat PRE�Qsss WUZCS An Sos.M OF Tas APPLICATIONR FORS Tas �s OF a Tss IMsPZCTZON AND INSTIGATION AIM O rISt so SEFORt AM AFTER A ALW1lIMli TUU XWTS OF TUs AppL=A7= �?D�aclslo� HAs astir Isayso. signature of Applicant Date 11 .7 Received and filed at the office of the P], day of mint DePartMt thin Lo Signature Of Agent Date ( q rrr,►rrrrrrrrrrrr,►r*rrr*rrrrr:rrrrrrrrrrwrrrrrrrr,rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrt�rrrrrrrr••r FES RECEIVED YES— NO_ AMU" DATZ 1Ec11vsD by MSARJM UTs MBAR= ADV. PERMIT GRAXM DATE PST Dzv= DATE PAU 3 485 'DEC 03 .'..90 12'27 ALFORD ASSOCIATES 208-688-3 ;j i 3 r W IL.SON M.ALFORD,SP.,PE.&L.5. ■ WILSON K ALFORD,JR„PE,&L.5. p{Ql:ON HELL ROAD 0 P.O. BOX 484 ■ WINDSOR It CT 06095 ■ PHONE (203) 688-7288 ■ FAX (203) 688-3486 'Z DATE « 3 o ARE FORWARDING: FR{NT(S)-�MYLAR(S)----.--SEPIA(S) IS TRANSMITTAL IS BEING MADE. - IN RESPONSE TO YOUR REQUEST Cl IN RESPONSE TO A REQUEST OF 0 FOR YOUR REVIEW AND COMMENT. CI FOR PROCESSING cl !E AMOUNT DUE FOR THIS ITEM IS.' i ❑ INCLUDED IN THE ACCOMPANYING INVOICE. {p COV'ERgo SY YOUR REMITTING THE AMOUNT OF ❑ INCLUDED IN OUR INVOICE TO BE SUBMITTED. jzvArp IE COMMENTAS FOLLQT f-- 40 i 1 tl i1 PZ a$1 ` VERY TRULY YOURS, I v . P.3/12� +� DEC' 03 '90 12:28 ALFOPD ASSOCIATES 203-688-3485 .. d--, ENV I RO.NME.-N-TAL. I.S.T. . I- 1 WATER RE.CL.A.IM SY-S,TEM IRMVNTALIST II IS AN ECONOMICAL WATER RECYCLING SYSTEM-IDEAL FOR THE RYKO ENV . S WITH LOCAL CODES REQUIRING THE CONSERYATICN OF WATER OR MINIMAL SEWAGE LOCATION USAGEI THE ENVIRONMENTALIST II IS ALSO DESIRABLE WHERE WATER OR SEWAGE COSTS ARE EXTREMELY HIGH. . THIS SYSTEM IS NORMALLY ORDERED AND SUPPLIED-AS ORIGINAL EQUIPMENT ON RYKOWASH MACHINES, AND THE ENVIRO*lENTALIST II WORKS ONLY wiTm RYKOWASH'EQUIPMEN"r ' BECAUSE THE ENVIRONMENTALIST II RECYCLES WATER NECESSARY FOR .THE RYKUwASH UNIT, NG COSTS OF THE RYKD ASH ARE REDUCED4 A STANDARD WASH OPERATION USES 35 TO QPERATI ZPERATI VS OF FRESH WATER PER SPEED WASH AND 30 TO'110 GALLONS OF FRESH WATER PER E WASHY WITH- THE INSTALLATION OF AN EwIRa*cN'�"ALIST II, SYSTEM,, THE RYKDMH SUPER . . .,. ? P► !'"�VASICYCL.E;: RECYCLED WATER IS USED FOR THE MAJORITY OF THE WASH AND FRESH WATER .IS NECESSARY ONLY TO RINSE THE VEHICLE. MpsMY LOCATIONS 1-LAVM✓ ACHIEVED A C( LETELY BALANCED SYSTEM. � �ETERGEN OPERATING COSTS ARE FURTHER REDUCED BECAUSE DETERGENT NEEDS ARE LESS SS, WITH THE DETERGENT TANK ON THE IS SAVED AND ,REUSED DURING THE RECYCLING PROCE RYKOVVASH FEEDING ONLY THE FOAMER WHICH REQUIRES A MINUTE AMOUNT OF DETERGENT SDLIJTIC ADDITIONAL. DETERGENT MAY BE ADDED TO THE WASH WATER BY DUMPING DETERGENT DIRECTLY INTO THE SECOND k;04RGROU�U.TANKi a • EWIROMENTALIST II SYSTEM IS ORDERED FOR AN EXISTINGNOTE. IF THE MAY NOT BE ENTIRELY • WASH UNIT, THE FOLDING INFOlATIONY CORRECT CONSULT. YOUR RYKO REPME11TATIVE, a _ _ " •: -DEC 03 '90 12:29 ALFORD ASSOCIATES 203-636-3485 P.4/12 ENV I RONMEN-TAL. I ST I. I - DESCRIPTION OT, OPERAT10. N., AS THE RYKOWAsH UNIT OPERATES, WASH AND RINSE WATER COLLECT IN THE WASH BAY DRAINAGE PIT. FROM THE DRAINAGE PIT THE WATER- FLOWS THROUGH A 4 INCK PIPE TO TWO. ..11l O'GALLON:=..UNDERGRoUN:..TANKs AS THE WATER TRAVELS THROUGH THESE TWO TANKS THE LARGER DIRT PARTICLES SETTLE FROM THE WATER TO THE BOTTOM OF THE .TANKS. A A HP PLIP PULLS THE WATER FROM THE SECOND UNDERGROUND TANK AND FORCES''IT' THROUGH A FOOT VALVE AND TWO.STRAINERS, THE FOOT VALVE PREVENTS THE PUMP SUCTION LINE FROM DRAINING AND LOSING ITS PRIME BETWEEN WASH CYCLES; THE STRAINERS FILTER• DIRT PARTICLES FROM THE WATER, PREVENTING DAMAGE AND PREMATURE WEAR OF THE PUMP; THE PUMP THEN BOOSTS THE WATER TO A CYCLONE SEPARATOR WHERE THE REMAINING SMALL PARTICLES OF DEBRIS ARE REMOVED, FROM THE CYCLONE SEPARATOR THE. RECYCLED WATER TRAVELS THROUGH A FLEXIBLE RUBBER HOSE TO THE'RYKowASH MACHINE. RECYCLED WATER IS USED ONLY DURING THE WASH.PORTION OF THE RMASH CYCLE. WHEN THE WASH PORTION IS COMPLETE THE RECYCLED WATER IS SHUT OFF AND FRESH WATER FROM THE MUNICIPAL WATER SYSTEM IS USED TO RINSE THE VEHICLE, THE FRESH WATER IS PUMPED FROM THE SOURCE TO A SPECIAL MANIFOLD ON THE RYQASH MACHINE WHERE IT FLOWS THROUGH ADJUSTABLE NOZZLES AND ONTO-THE VEHICLE, TO INSURE PROPER RINSING WAx OR RINSE AID IS INJECTED INTOTHE WATER DURING THE RINSE PORTION OF THE WASH CYCLE, DEC 03n '90 12:33 RLFORD R SOCIRTES 203-E86-3495 P.2f9 ENV I RONMEN•T.A. LIST I I . GENERAL SPECIFI CAT I.U• N•S PHYSICAL SPECIFICATIONS. STANDARD ENVIRONMENTALIST ZI WATER`RECLAIM SYSTEMS HAVE THE FOL.LNING SPECIFICAT10t, 'HEIGHT -(INCLUDING LEGS) 89 INCHES HEIGHT GwiTHOUT LEGS) 45 INCHES - .r LENGTH, 16 INCHES ' WIDTH, 50 INC ES WEIGHT 210 poucS OPERATING SPACE; A 30 INCH MINIMUM CL,EARNACE MUST BE MAINTAINED BETWEEN THE 'RYOASH MACHINE `"-•'J TRACKS AND THE ENVIRCtVEMAL.IST II WATER .RECLAIM SYSTEM PUMPING UNIT, • r N r y •.I r• •r r • e r r r r 4• • I r • . \ 1 . Ir r e r r '•r r. r ... .. r.. •... r r I ram. I � DEC 03 '99 12:33 RLFDRD ASSOCIATES 203-688-3485 ENVIRONM.ENTAIIST II GENERAL SERVICE REQ-UIRE'ME,NTS THE FOLLOWING ARE THE MINIAH REQUIREMENTS FOR THE ENV IRONMENTALIST I WA7ER RECLAIM SYSTEM: ELECTRIC: THREE PHASE 200V OR 230V • 60 • Hz, 15 APPS, OR SINGLE PHASE 200V OR 23OV, 6 Hz, M AtyPS,o OR THREE PEE 460V, 60 Hz, 71 5 AWS,, OR THREE PHASE 575V, 64 Hz, /:5 ANDS IF_�.ISV IS StPPLIED SEPARATELY, ALLOW j5 AMP CAPACITY, WATER: 3/4 INCH SERVICE 40 PSI AT GPM MINIMUM{ �---�' . 'THERE SHOULD BE NO RESTRICTIONSIN THE -SERVICE LINES, MEMICAL: Two M GALLON 'UNDERGROUND TANKS THE TANKS MAY BE . PRE CAST OR CAST IN-_PLACE,.CONCRETE. OR AN EQUIVALENT . NON—LEAK MATERIAL, .LOCA,L CODES MUST BE CONSULTED'FOR SPECIFIC REQUIREMENTS1 , TANK CAPACITIES MAY VARY WITH USAGE; LOW AND AVERAGE VOLU�Z' LXATIONS U$E,.TWO ,2m, C„gLLON TANKS, HIGHER VOLLM LOCATIONS MAY REQUIRE LARGER TANKS TANK DIMENSION RE' iIONS ARE SUPPLIED BY RYKO ON REQUEST ANT- ALIST I- I isTALLATION TASKS ,,l-LCklING TASKS MUST BE COWLETED BEFORE INSTALLATION OF THE EwIRONMENTALIST 11 r(ATER RECLAIM SYSTEM: - ELECTRICAL: ELECTRICAL SERVICE TO THE ENviRONMENTALIST II MUST BE PROVIDED IN ADDITION TO THE- STANDARD ELECTRICAL SERVICE FOR THE RYKDMH UNIT. A PRIVATE ELECTRIM'CONTRACTOR FURNISHES ALL CONDUIT AND THE WIRES FOR EACH CONDUIT THE CONTRACTOR- ALsO SUPPLIES-'FOUR #14 AC WIRES FROM THE WASH BAY -TERMINAL BOX.TO THE -ENVI R.ONMENTALI ST I I ELECTRICAL BOX LOCATED INSIDE THE PUMPING ASSEMBLY, ELE.cmi CAL. SERviCE TO"THE EwI RONMENTALi v II. CANNOT BE s RUN UNTIL THE PUMPING ASSEMBLY HAS-BEEN POSITIONED BY THE RYW REPRESENTATIVE, TYPICAL BAY LAYOUT DRAWINGS:,ARE SUPPLIER TO DEMONSTRATE POSSIBLE TANK PLACEMENT, DIMENSIONS AND LOCATIONS. WATER: A PRIVATE PLRM'CCUTRAUOR RUNS SHE WATER LINE FROM THE ON-SITE SOURCE TO. lif-ENVIRONMENTALIST--II.PUMPING ASSEMBLY. THE CONTRACTOR.ALS4 SUPPLIES A .2 INCH PIPE ' FROM THE SECOND .UNDERGROUND::TANK-TO.THE- PLO ING. ASSEMBLY, THIS h E- T BE I -EQUIPPED WITH•A FOOT VALVE AND STRAINER LOCATED INSIDE'THE TANK I FT, 5 IN ' FROM THE BOTTOM OF THE "LANK. A DISTANCE OF S fT OR LESS • FROM THE FOOT VALVE, TO THE SURFACE OF THE,•WASH.-BAY.FLOOR IS RECavVENDED, THE PIPE SHOULD EMERGE FROM;THE.FLOOR,AS •.,. CLOSE.,AS-POSSIBLE TO lie ENYIRONMEWALIST II PUMPING ASSEMBLY. THE. VERTICAL DRAW SHOULD NOT ExcEED 16 FTi P.5/9 A PRIVATE CONTRACTOR SUPPLIES AND INSTALLS THE DRAINAGE PIT,.., AND Two. ,GALLON UNDERGROUND TANKS', THE. TANKS MUST .BE SEALED AND TESTED FOR LEAKAGE BEFORE INSTALLATION OF.THE ENVIRONMENTALIST II WATER RECLAIM JYSTEMo IT -IS SUGGESTED THAT THE CONTRACTOR ALSO PROVIDE A MANHOLE ACCESS TO EACH TANK TO FACILITATE CLEANING AND FLUSHING OF THE TANKSp FOOT VALVE AND STRAINER, PERIODIC FLUSHING AND:CLEANING MAY BE NECESSARY TO REMOVE BUILD-LP OF SEDIMENT AND ROAD SALT INSIDE THE TANKS, THE-FREQUENCY OF CLEANING WILL-DEPEND ON CL.IMATI:, LOCALE. AND voLuME.- X RYKO REPRESENTATIVE WILL POSITION THE.ENVIRONMENTALIST II PUMPING ASSLY, THE PUMPING ASSEMBLY IS GENERALLY LOCATED ON THE SAME WALL AS THE WASH BAY TERMINAL BOX OF THE RYKgASH (NEAR THE EXIT END OF THE TRACKS) OR IN ANOTHER BAY..OR UTILITY ROOM. IT IS SUGGESTED THA7 THE CUSTCMER ALSO TAKE PRECAUTIONS -TO' PREVENT FREEZING OF THE PUMPING ASSEMBLY AND PIPING DURING COLD WFATi lER 4 A PRIVATE CONTRACTOR SUPPLIES FLOOR DPJdN AND SAND TRAP IN ACCORDANCE WITH LOCAL AND STATE REGULATIONSA P.6/9 7 ENV I RONME.NT-AL- I ST. I I I N S T A.L.L A.T. I.O N SUPPLIED BY' RYKO SUPPLIED,BY-OTHERS ROENTALIST EECTRCLELECTRICAL. BO Yj CONDUIT . LOCATED INSIDE PL IK6 ASSL WIRES FRR CONDUIT PULL. WIRES. FUSED (DISCONNECT TO CONTROL PANE WATER: WASH AND RINSE WATER HOSES TO RYKOVWH . WATER •LIME FROM MUNI ING ACIPAS WATER SUPPLY TO PUMP PIPE FROM TANK.-TO PUPPING ASSEMBLY FO07 VANE AND STRAINER SUCTION LINE FROM PIT TO PIING ASSEMBLY MECHANICAL: POSITION•PUMPING ASSEMBLY DRAINAGE PIT CONNECTION TO CUSTOMER-PROVIDED UTILITIES UNDERGROUND TANKS SYSTEM START-UP MANHOLE ACCESS TO TANKS TE$-r AND ADJUST SYSTEM .FREEZE PROTECTION FOR SYSTEM F1,OOR DRAIN SAND TRAP ' - 8� TER µ,}AL P.�C7�• �e.E 67f.�. P� ##'4n .CArY WATZe 4,TUeie i'.l? • _�F 'tRtt b•1 tuSTAu ATto� Fri - -�;1 j�,,;�,-. va'�vE. ��t�'"'cclur�,x3� S_f���t�`` .:i.f�r7stMbT�o�.�• - .. >GAL f5aM - � p¢1�fJG o� 8czar-i ��7�U-ATE �17iL woD MAno*,J• co • MCAl. 6F-RViCa Moab;#oOFIZ,3�,7�►• • � ��: '�-..._ - _ I ' It J[JFT C.OUPI.IW6- , RYKO MFG.Co. NOTE- = INSTALLATION 5 M Ara, A-664,R-78i -100 AS SHOW - -101 � op}rou�G - vCSi9 E JPi'xAC�p'7E`�i�GE.1�tG5: tin � TYPECAL DAY LAYOUT- 91MEK`�Lth35 ; elra.cCEyt GF p'rP�*0w IkK-W4 _� wboes r�eyn 6.w zw+te.s+ -I-VW x MoKrre►Frutsr.=t 4 _ALA � ,� p1^tElA�+►sCx ra.V;WW-0 },ITAL157 , Dwti eY F+m►7 4 To S t « F.jSE i�tb'f rt R.! ai71? C�uT. WASH WA OZ IA: Al a tilOcAito►s -zze+ ilex_ I-I v aeru�lno lla At3l? txtf I�R>~ kIt7SE Gc�E-Y1.�C.'ClO�3S. 13-IQ 607-100 D _ -i�rt3 A s��. ECo 'I&ti-1•s �� �..� R�.v Is�a>;� o�tcE• �o SI NOTES- UNLESS SPECIFIED OTHERWISE UA3M POWER i © �' "7' _ a i &HD Lt L2 L3 rz, 6 IIEAIN P041fEit 23OV L aka nat ri nmt a1i 23ov, 10, 60KZ. • di ALL FIM IN5TALLM CQN:'ftOL WAS" BAY WIRE 14A1MG t!Y OTHERS. RMNAL BOX 4R5/7$4�2 MD i �] 3 —FO;t R# i'8sCONNECT WIRE US TO tes 43e GND L2 -..g Ze �. I —FpA RS�h8�1-2:CONRaECF WihE $ FACTORY 11YIRING ; DO NOT DISTURB N . i x 0,4 jn7 a : u�, , _ EV-11 CONTROL BOX _ �S� Z z i ui 0 c t _j 5;, m - m NOrE-jh?/&ss &h.-fjlyse sp$afied NSAWS AlS coNsuirELocAL cwES TFcw scEcIRC RF40u1 E DARE vrs.Y _? 1 1 f 5t e,rSFf Wixiv rtP OF r"scnepuP(Tr?) - r R o An � P! 11 IIAn>ItB _ £Iv4�AWr fF 4YW.Utt AICVRUA7A W A4+E►N6 a-ZVVr-.W � ! NOSE co ! 80dItlxIPr,YE7Yr !! r liClYMAUL£ 6CLWAW Qx t'p#r rRW Gaafp�AR LL lSL _ f'lkw 8L89tD^tp~ rMEkT II. SCE Serra M 8* N; Comm 1 __ —_ I iAll'L1DY♦91' - �£ _ rF$' it►ATF ' 'sib Ql: co; (b; ! `� j 8Tl9Ft 6fiATrC t7 SWUM h; y J i'�i Yf► .�L 1 �+ 1 To BYOID ouioa.snaiEsr igrxa #+iOra•Ucrx j oma. � `' 1 ! mna VC&UN#T OIL" PRINT OF ripe. r(A . _ , -RM Amrsea ffOQ+I:tt USt at¢lAApl' +YOIIE':07 1IF l.Ixx1 tw /IE ^-•y 1 r --- i 26TIVES IF ,;. ,. r•A!r i CONRWTIDtt#nor •aa ji a�iy s =" i -V?�'' AP CAST-Y'RACV CA1 Jl: r P06$I®Is.is *Epj ow rA" 0 or 4x ' .41CCfJ1' O� 14�t/6Y JYP£f/1h0YY . trr. sucs�srra aoc�' a�kn. M1 f O� d-G� fr ��6y TANKS CM BE LDCMDf d�It- BROtlILit ODTlIDE OR E11010E TNC- sA,r. s, SECTION A=A .' &+DE COitlL[T7 iron11EFA1R'B.MurT r ' •le aoNaloeleED waER coe,�ara•-- _]F u1410N,rs NOT OSW.Ili STIILA• LN50+c ••F[EY�ut F SUMD,,1 LbPE FWU _ ELB W TO FOOT V►WE.a_- LIMTJET :; t'AfP£ 70' t'WV0WAl6rAtAFrnr PM7 TII r:: tYJL? Va VE d &TRAIYE W17M 7O 11 SECTION B-A _ �n A € KATEMAL TOLERANCE t{Q j{���`, CO. - 6dl-iE n Rev.r.Py.a ��ra�.axor�s B-.S- psooilot *IfJrYA$t'Y xx W {1EiS`Ila�llrtl~S A M .010 " IOYA- #riG0 SM �OAtli AflfPYEp er. 1fi1NT a #m Tm" AtIC#1LAR l.Gi tuf4 �•!_dp f._. - JIOD MOTET !;�I Alslat O eF=a ?�: cb _- • : as OREAKALL 1'YPIZ:AL +4Y6CF Y`tAY1WT',�i!~•�" !CO tTK �y Yam EDGE!AM OE9LWMALL OOp.pr 'r 1r� }.1: ^!^4+•1•P.A!i n-- kavown .. DEC 83 '38 16:18 ALFORD ASSOCIATES 283-688-3485 P.374 ,c`�,y. 1 a . 'Ail VA RYKO Manufacturing Company+116M N.W,54th Ave.•P.O.Box 38•Grimes,Iowa 50111•Phone(515)986-3700 s TWx 97().520-2546 Fax:(515)986-3621 Ms. Lea Rubenstein November 30, 1990 ! ; Alford Associates 200 Pidgeon Hill Road Windsor, CT 06095 t Dear Ms . Rubenstein, Enclosed please find information relating to Ryko' s reclaim sys- i'l tem which is proposed for the new car wash to be located at the Atlas Oil Company location in South Windsor. si The reclaim system proposed for this location is to be a "closed loop" reclaim system. By this I mean that there will be no connection made to a sewer line or leach pool for discharge. In place of the dis- charge, a third reclaim tank would need to be installed (see drawing) to act as an overflpw tank. Ryko will then adjust the amount of time the standard rinse cycle runs to reduce the amount of fresh water that is used 'during the rinse cycle. The standard rinse cycle normally will use approximately 4., gallons of fresh water to rinse, with no discharge capability, we will reduce the amount of water to a 'Y approximately 2.5 ; gallons of fresh water per rinse cycle. This 2.5 gallons of water is an amount that is approximately equal to the amount of- water lost with each vehicle as well as lost thru evaporation. This water is lost in the doer jams, hood and trunk seams as well as the bumpers of most ve- hicles. By adjusting this fresh water usage, we achieve a "balanced" � system with no need for discharge. Please note that some water will at times flaw into the overflow tank . This occurs most often in the win- ter months when cars may enter the wash bay with snow and ice on them. The addition of the snow and ice can be enough to add more water than is last so the excess will then flow into the third overflows tank. These tanks are then periodically pumped out to avoid overflow. � _L! 4. (,L A re C. 7 -? This type of operation is currently in use at the other Atlas Oil locations in South Windsor, West Hartford and the new Atlas location in Southington. I have included a listing of some other "closed loop" reclaim systems currently operating in Connecticut. I hope this infor- mation is helpful to you. If you---should _need anything else, please do not hesistate to call me at (516) 758-4342. Thank you. Re s en Oehler Ryko Mfg. Co. The Finest Vehiole Wash Systems DEC 03 '98 16:19 ALFORD ASSOCIATES 203-688-3485 P.3/4 AA94 jaw r RYXO Manufacturing Company•11600 N.W.54th Ave.•P.O.Box 38+Grimes.Iowa 60111•Phone(515)986-3700•TWX 910-520-2546 � Fax:(515)986-3621fal t RYKO OPERATING SITES — CT. a{. Wl"CLOSED LOOP" RECLAIM f SMELL OIL CO. LISBON t CT. 1 SHELL OIL CO. BRIDGEPORT, CT. �r ; SHELL OIL CO. " DANBURY, CT. SHELL OIL CO. EAST LYME, CT. SHELL OIL CO. WINDSOR LOCKS, CT. SHELL OIL CO. NORWICH, CT. MOBIL OIL CO. NEW LONDON? CT. E- ATLAS OIL — MOB I L SOUTH WINDSOR, CT. ATLAS OIL — MOB I L W. HARTFORD, CT. 4 TEXACO — STAR ENTERPRISE DANBURY,. CT. i 'The Finest Vehlole Wash Systems i P.4/DEC 3 '90 15:1 9 ALFGP,D ASSOCIATES 2 3-688-3 1P5 r•. J' d r HOLDING.—TANK -. r- �— — — — --- -� r-W — — J L F�JMPED TANK I L i PERMICALIY 0 � -� o OIL SEFARATCR rpAw WATER 1� RECYCLE _TYPICAL.-CLOSED LOQP SYSTEM CARWASH NO SCALE SAND TRAP el TRENCH DRAIN Li t r�-APF�6N _. ENTER S •0 M.ZOE •WILSON M.ALFORD,SR.,P.E.&L.S. ENGINEERS SURVEYORS PLANNERS • WILSON M.ALFORD,JR.,P.E.&L.S. 200 PIGEON HILL ROAD ■ P0.BOX 484 ■ WINDSOR • CONNECTICUT 06095• Telephone 1203)688-7288 I-1`lDR,4V�IG A�I/EL`I51 S D ,�4 01 L, , G�47LA� O 24q OA KLAP D R A, DEC 6 1990 st?VT� 1�liN D�.�,Ci DEGEMC3ER 71 IIO South Windsor INLAND WETLANDS AGENCY/ P-VNOFF at FORE U VE5LOF'M15I 4T CONSERVATION C6MM-5SION A = N 9, 31I& S.F. AAG = r0,29 -r4 = 21 M1M xlo 0. L F� ti RVMt�Fr= ��'R DEVE!~OPtNt�1-•IT 1. ?AVG-D K I H!o St�hGrs �2. AREA, +PO I?'r10 4 OF 1-I fSV4 D2 N 'T'0 EXls i. 4-3 A= tigG` /v,01AZ-• A = Z41-72.2 s,F J 0, BAG, G= 0,67 G = 0-2 S' ,494 = 0.00q AA4= 0.-;2-1 T� = SM114• V10 (21 o = (9.06 L Fs ,. Di:--Na OF'E D poi--n Gl 4 OFAZaX A = 13, SF710,3I AAA = 0,1y -.21 MIH- .,..Q APrER DEV1rL07=F7E1�►'t=0•GYtO.(q*p.l-�lo = ��o= 3�.3 .� I.z► Grs 1S. G2 = 1.2-1 - 0.6j .= 0. 31Lr� THERE \94ILL 85 A�4 IHI-P,5,4' a li-1 RVNOFI= �PTER DeVELOPP)SHj- OF 0.31 Gam. --- H.4%4 SOIL REPORT continued PROJECTTITLE• Arthur Karahalios Site, 0ah1gn 4, (1_tt• 301 -41 fjb�— Road, South Windsor, cr MAPS/PLAINS TRANSMITTED TO CLIENT _ [Sketch location of Wetlands and other Soil Types. [] clone NUMBERING SEQUENCE OF WETLAND.B.OUNDARY.LINE MARKERS 1 THRU 13 14 THIM 19 SUMMARY SOIL DESCRIPTIONS WETLAND SOILS Made land, high groundwater variant (Ma"W") . This is a poorly to very poorly drained di�tur sciil that:. tlas�a�twc� (2) f��eh or m��rN of its original soil surface covered with fill. The soil has a high water table and supports wetland vegetation. NUNWETLANU SOILS Made land (Ma) . This is a well to moderately well drnii edi disturbed Soil that has had two feet: or more of its original soil surface excavated or filled. For further information about the soils, refer to soil Survey, Hartford County, Connecticut. .y __-.SOIL SCIENCE SERVICES 968 Coleman Road, Cheshire, Ccnnecticut 06410 SOIL REPORT Deli VI Prof essionL . -S , 1112 SSS Job NO, T0� — 91 I3u61c:6and Road_ __ Client Job No. aotath Wii'�dsor d'!' O Q`l _._._,_ Site Inspection Date f ��-u•--� PROJECT TITLE AND LOCATION .AX'Chux Kamaf�a1 cis Sx't� , Oalta.agd ) _,__ __...__. .__...--Road- an � _ d "fit off', o ut,ti' ��_nc s o �, C (' pROJEC'1' DESCRIPTION, Inland toeiland identification and classification of boils , METHOD FOR IDENTII+ OATION OF MAP UNITS Wetlands Q Field marking(flagging) for survey. on ,To o ra�I Ma scale; ?UC contour: Field plotting — Q Field plotting opt aerial photography. Non Wetland Soils High ini�nsity field identirleation by Soil Scientist. (� Medium intensity identification from USDA, Soil Conservation Service Soil Map$, ME,rim OF SOIL IDENTIFICATION SOIL MOISUTRE C010?4DITION [X] Spade and Auger 0 Dry FrMen 13erp test pit3 (backhoe) r1 Moist now Other -- © Wet the classification syatem of the National Cooperative Soil Survey, USDA,-Soil CrornerV060 t. 9tvice and tl1.N County IdentiTcatiorc Legend were used in this investigation. The investigation ►vrra c(wjdr (*d by the undersigned Certified Soil Scientist. r Respectively submitted by SOIL SCIENCE SERVICES Approved by, ,.-fix••,'=�".. '�' ,. �. /., h C < Soil Scientist Ke net � � Frinaipul coit Scientist �•- ' See attached page(s) ... ,. .. .. ....... a atlas oil ca. 289-6435 - 649-4595 249-8611 - 684-5853 414 TOLLAND STREET. - P.O.BOX 280287 - EAST HARTFORD,CT 06128-0287 FAX 282-7602 November 16, 1990 CERTIFIED MAIL The Lacava Construction Company 185 Silas Deane Highway Wethersfield, CT 06109 Dear Property Owner: This letter will serve to advise you that we have made an application for the Inland Wetlands approval on property abutting to your property on 249 Oakland Road, South Windsor. The hearing on the application will take place on December 10, 1990 at 7:30 p.m. in the Council Chambers of the South Windsor Town Hall, 1540 Sullivan Avenue, South Windsor. Very truly yours, vZ, Irwin B. Singer President mm02-35 1 1 $F4, rA F 7o- o-,reSotz& `dt: w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ��Iosoe•Co AREA CODE 203/644.2511 November 19, 1990 TO: James A. Lombardi, Chairman, Inland Wetlands Agency/Conservation Commission n FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer x.� . RE: Application #90-73P, Atlas Oil Company v DOCUMENTS REVIEWED: Application form and plans "Prepared for Atlas Oil Company" COMMENTS: 1 . This is the same site which was subject to application #89-33P that was approved by the Commission on June 12, 1989 . The additional land area, to the rear, was part of the "Subdivision Plan for Oakland Center Associates" , Lot #2 and was approved by the-Commission on May 21, 1990 . 2 . The. plans submitted are at the scale of 1 inch to 20 feet. 3 . The Town Wetlands map indicates this parcel as one with wetlands . Sheet 3 of 3 states, "the site contains no wetlands as per report from Northeast Soils, Inc. , and per above mentioned subdivision map (subdivision plan, Oakland Center Associates) showing wetlands located in field by Soil Science Services on 6/14/87" . A copy of the report(s ) should be submitted. 4 . There is a brook adjacent to the northerly property line. Some of the proposed activity is within 80 feet of that brook and is regulated per section 2 .1j . In the approval of application #90- 20P, which included the land which is now the rear of this lot, this area was shown as regulated area. It should be shown as regulated area on the plans currently being considered. 5 . No stockpile is indicated on the plans . Note #11 on sheet 3 of 3 states, "all excess material (pavement, etc. ) shall be removed from the site" . Consideration should be given to the need for any stockpiling on the site, and if necessary, the stockpile location should be shown. James A. Lombardi Page Two November 19, 1990 Application #90-73P 6 . The approximate 100 year flood elevation is indicated as 129 . 0 plus or minus . No work is proposed in this area. 7 . Drainage calculations should be submitted with this application. 8. The plans refer to a "carwash water reclaim system" . More detail should be provided with regard to this system to ensure there is no discharge of carwash water into the nearby swales . 9 . The soil erosion and sediment control plan appears adequate for the activity proposed on this site but, a sequence of construction activities should be included on the plans . IS APPROVAL IS CONSIDERED, SUGGESTED APPROVAL CONDITIONS INCLUDE: 1 . A copy of the soils report(s) shall be submitted. 2 . The regulated area (80 feet per section 2 . 1j ) associated with the adjacent brook shall be shown on the plans . 3 . Drainage calculations shall be submitted. 4 . A sequence of construction activities shall be included on the plans . a � .Aft 07j�e 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �~dsoe•co'` AREA CODE 203/644-2511 December 12, 1990 Leon Dues Atlas Oil Company 414 Tolland Street East Hartford, CT 06108 Dear Mr. Dues: Re: Application #90-73P - Atlas Oil Company/carwash 249 Oakland Road the December 10, 1990 meeting, the Inland Wetlands Ag ncy/Conservation Commission approved with conditions Application #90-73P - IWA/CC permit for the construction of a carwash on property located on the westerly side of Felt Road and southerly side of Oakland Road, RC zone as shown on plans prepared by Alford Associates, dated October 29, 1990 and revised December 7, 1990. 1 . Two blueprint copies of the entire set of plans and this letter reproduced thereon, must be submitted to this Q Commiss:Lqn to be stamped and signed. This must be v A* completed within 65 days of approval and prior to any construction activity on the site. 2 . Construction activities shall be subject to the approval of the Town Engineer. Q3 . The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4 . The permit is valid for one year and shall expire on December 10, 1991. 5 . All approvals required must be obtained and submitted prior to any activity on the site. 6 . A contact person shall be identified directly on the plans . 7 . We recommend a bond in the amount of $2,000 . 00 to be submitted to the Planning & Zoning Commission to ensure � . compliance with the Erosion and Sedimentation Control Measures . d