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Home My WebLink AboutDrain Layers Permits 9 Cliffwood Drive (2) 1100023 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER DRAIN LAYER PERMIT DATE: 07/15/11 GIS ID: 21000009 FEE: 60.00MUNIS APPLICATION# 201100768 = EXPIRATION DATE: 08/14/11 APPLICANT - LOCATION NAME: WASTEWATER SERVICES,INC ADDRESr 9 CLIFFVOOD DRIVE ADDRESS: 100 B WiNDERMERE LESURKEVEANETTE LOUISE& ELLINGTON,CT 0609 9 CLIFFVt00D DR SOUTH WINDSOR,CT 06074 PHONE ," = WORK DESCRIPTION: NEW SEVI I CONECTIO THE DRAIN LAYER ASSIGNED TO THIS RERMTT HAS A VALID LI ENSE IMUED 1 Y T HE STATE AND HEREBY AGREES TO ALL THE TERMS AND CONDITIONS SET FORTH II�T I lIE ATTACHED-`GONbITION8': ALL WORK SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTH WINDSOR STANDAP.D ;ALZ OSHA REQUIREMENTS;AND THE ATTACHED CONDITIONS. ISSUED BY DATE INSPECTED INSPECTED BY 7/15/2011 4:09 PM TOWN OF SOUTH WINDSOR INSPECTION REPORT PERMIT NO.: I D D OdL CONTRACTOR: LOCATION: C { o .TYPE OF WORK: V) e LO DATE INSP NEEDED: DATE INSP: 7119 / INSPECTED BY: �.V WORK IN PROGRESS: `'.&"J"xJf ? s4aAgj aoJA-%_ y'y 9�'ti� cc a—""sei4 yo S C N 4 0 SEPTIC TANK PUMPED, SMASHED, FILLED WITNESSED eTES ❑ NO AS-BUILT: INPUT: C - DATE: W/2007 Town of South Windsor INPSECTION REPORT 07 APPLICATION FOR DRAIN LAYER PERMIT TOWN OF SOUTH WINDSOR PUBLIC WORKS DEPARTMENT TOWN HALL 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT FEE $60.00 Location of proposed work: / cz�f f��•.� 0.- Lot # Street No. Street Name Premises owned by: Oe^^4,,A 45�n !! // f6O- S7,3-6057 Name of Firm: A1451e• &-1fo- ��.r.<e s 1, Phone:A&-8-7P6 6 Address of Firm: 166.9 44i�4 eterc /Y ��hc eT oGdZ4F TYPE OF WORK: Lay House Drain >C ; Repair House Drain Lay Main ; Lay Lateral for Commercial/Industrial Building of acres Connection will be made with sfla2 3 Existing Water Supply: Public Water Well k Proposed Start Date 7 ir �� Estimated time for completion ALL WORK TO BE IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR STANDARDS, ALL OSHA REQUIREMENTS AND CONDITIONS ATTACHED TO THE PERMIT Permit is to be issued to s,e c ells he holder of Drain Layer's License No.a-1`! (aSy i Only holders oft-- -7 or W-9 licenses will be issued a permit. PERMIT WILL EXPIRE THIRTY (30) DAYS AFTER DATE OF ISSUANCE. The undersigned Drain Layer hereby agrees to all the terms and conditions set forth in the permit and attached thereto. Applicant has received Town Street Excavation Permit No. and/or ConnDOT Permit No. CBYD No. ?OUZ70I331 Signed: Print Name: 'cos )• �J WtAG�/YIf+S Ocensed Drain Layer Date: -7• t • 11 Standard Forms\Permits\HPPLICATION FOR DRAIN LAYERS PERMIT.doc Molloy, Catherine From: CallCenter@CBYD.com Posted At: Tuesday, July 12, 2011 9:18 AM Conversation: Locate Request-20112901334 Posted To: CBYD Subject: Locate Request-20112901334 (CALL BEFORE YOU DIG - CT) 07/12/2011 09:18:17 -5G -C1 -CW -GV -OT 4-SW SWINDS -T5 -------------------------------------------------------------------------- ***** ROUTINE ***** TIME. .09:18 DATE. .07/12/2011 REQUEST NO. . .20112901334 LATITUDE. .41.8538106 LONGITUDE. .-72.5082704 TOWN. . . . . .SOUTH WINDSOR ADDRESS. . .9 STREET. . . .CLIFFWOOD DR NEAREST CROSS STREET. .LAWRENCE RD -------------------------------------------------------------------------- TYPE OF WORK. . . . .EXC TO INST SWR AREA IS MARKED. . .YES REMARKS: CORNER PROP . . . . . . . . . . . . . . . . . .WORKING FROM THE STREET & GOING OVER ENTIRE PROP -------------------------------------------------------------------------- START DATE. . . . . .07/15/2011 START TIME. .07:00 CALLER. . . . . . . . . .ANDREW COLEMAN CALL BACK. . . . . . . PHONE #. . . . . . . . .860-871-2616 FAX #. . . . . . . . . . .860-871-1587 ALT. PHONE #. . . . EMAIL ADDRESS. . . CONTRACTOR. . . . . .WASTE WATER SERVICES ADDRESS. . . . . . . . .100 WINDERMERE AVE CITY. . . . . . . . . . . .ELLINGTON STATE. . . . . . . . . . .CT ZIP. . . . . . . . . . . . .06029 -------------------------------------------------------------------------- EXCAVATOR DOING WORK. .SAME ISSUED TO: DATE: TIME: BY: DATE/TIME ARRIVED: TIME LEFT: COMPLETED BY: CALL BACK: 1) DATE: TIME: BY: 2) DATE: TIME: BY: PERSON CONTACTED: PERSON CONTACTED: 1 Sewer Connection For: Jeannette LeSure 9 Cliffwood Dr South Windsor CT qd b• � �� leg 5jOZ w i C1e��O u � N �F Designed By: Andrew Coleman �e License#5839 � s�3-aas JVL-06-2011 04:54 EW LEONARD 060 873 8693 P.010 "F9 0 SOLID FIBERGLASS BASIN COV R STAINLESS STEEL HARDWARE STANDARD GASKET TAPE PROVIDED _ 600 TYP. �' A r It I I `\I , 30• TYP. i 1 I 1 / .•r- 61 t/2" DIA. HOLES BASIN PART INSIDE OUTSIDE BOLT MATERI kL N0. STYLE DIA. DIA. CIRCLE THICKNESS C24WF ROUND 24 28 26.5 .25 C30WF ROUND 30 34 32.5 .37 rC'36 W-7 ROUND 36 40 38.5 .37 C42WF ROUND 42 46 44.5 ,50 C48WF ROUND 48 54 5 1.0 .50 C60WF ROUND 60 66 63.0 .75 C72WF• ROUND 72 78 75.0 1,CU ALL t1 MMSIQNS IN INCHES �C�7JON: SOLID Fib RCiJ.,A►S,3 COVER grx1 .. coos � to a7Gomm ((e��+En San 1' *6 , 1 lu v "atom twpf9tJiTNIb m.•P.O.=42§fAQpM161lIN�ORStDti.11t�b�0'IOi1aA1-HIKQIMGSet00•WQ13St1>arww.mppin4+NAy pn-�t�ILloppbd�WeNOppOld:A1111mo _ ' ^••^-^ �n i weo7nca vw A wanP_i, 1 1 07./90/)O JUL-05-2011 04:64 EW LEONARD 860 673 8693 ('.00B Simplex: In a simplex system tha ball valve .can be omitted,to drain bac the service. Although in a duplex appliclump tion it is must to isolate each to prevent one pump pumping back through the other_ �.Z SO Cz WdAfiqwL PAC 1 ) ,J -4 GGI K16 rp PZ4ArP f bI nnIl nAnft nn i namrlrnh-j avnrn JUL-06-2011 04:53 SW LEONARD 860 873 8693 P.0O6 • Jr tile, r ` r y � w o o a a i b100/b00018 o3 zuawdinb3 aNat8 ZSLV68Z098 XVJ Wd6Z:b IIOZ/90/LO JUL-05-2011 04:66 EW LEONARD 860 872 8693 11.013 mozR&Aw*Am mrAuA7voN RoweNce t;tU/1 &o wnhmse IYIA �� 6`017�14iCd g'f1DfMF— Basins should be stoned In a secure, coat uW area where the poterval for renal damage or vandalism will be rnlnlmWsed.The stomp ohould be fras from Grp abieft routes Gnd any Other 10*r solutions or materials that could cause damage to the basins!~ Chock the badne until tt oy are needed for instailatilon and N windy eorAMOM are possible.secure,the bealne with non4narring of a site and number adequate for scouring the basin. pRWMALLATfON VMWECT". E"ns. valves, equipment and piping materiais';4e be pli"Icadiy and visusity InWoMd prior tp instalafn.Adherence to the pr&;aWs apeo PMons shouldconfiirmecl Wom installation.If ft basin or any of I%internal comps mts are damaged,Instal"on shs;uspendacl Until a determination of the extent of damage can be made by Tapp Industries, Inc.or its agent is In nlsl:be first authortrred in writing by Topp industries,Inc.and then be done in aceordence w8h Popps Wwucd ons. EXC�IVA't'rNl'� excAVAT .The exoavation should provide adequate space for>fm bwh,A**and r buried equipment and for Its pleroemant And compaction of baddill materials particularly around the basin is.The stzE4 stwpe and wall slope of the eeaot!►vsdm should be determined bV soil conditions. depth of cavaxtion. v.Wng mgedrements. aril, It vwkm are required to enter the wmvntion, sanely'considleratlons and federal. state. county and municipal regatlations. vita Laceft au v�lead sand underg a red�Idaei belies 8 ng. L.00Ay" OR tt'�Gt;.JAVATiCMI. Ewcm dion for an underground basin should be meth due care to av�old underminInp foundations or erftiting structures and contact with UndetWmmd ulii S&in rho of building codes or reputations, rrraftWn a mink num dlstanco Of five feet plus a slope of 460 fro the bottom of the compacted sub-base to the bottom of the adjacent struMnes,foundedans,borings and p sty Ilnos(es shown en tiro sad Musballon).AdMWW distances may be required to assure Ifaret any kwaeft or masted by the 1bundowe and support orarvn&be trsanslarred to the t WftL MAAXMW DMIAL DEPTH. It burial depth is greater than the b in height; arontacl T Induov ale Inc, to determine if awwonaf Wali rem�brosmrnt is required and secure written allTM Mon. HANDLING OF EXCAVATED uATMALS. Sweaveaad materials which Cltrtnot be from th s)citrus should be ca*uuy stored as far from the edge of the basin smambon as possible,Unless; ppn�,red#K use es bacKh.exomilon materials should be earourely stoned aepeMo from approved Ioddh IL WORK AREA SAFETY.Safe hftIlAtion procedures sM9 be the sole responsibility of the instalipr.Worse safety mqulrelYreM are def ed In U.S.Depart rent of Labor 29 CPR part IM,subpart P. RAOMMUING GENERAL,Careful selsadon, placement and compaction of approved ba*Ml material is err cat to a s:AvoesSftA basin Trolallation.Ant ng the heronries problems!99SOCNW with blacks leaks and premature la Ikove am •Use of an incorrect badcfill material. •Inadequate or improper placement or oompectlon Elude%cknda or debris left in the smavatlon or basln_ vows under or around 1he perimeter of the ba&L *Failure to preveM the migration of beckrdl materials+ PLACEMMT OF BASIN.The bottom of the basin axwoetion should be covered with sura Oly graded, MMelad, and compacted baddill mmorlal to a depth of at least 12 Incises (compacted sub-base). it a coroste hold- doWent4ftoWon pad Is MgUired,this bedding can be reduced to a depth of art least 6 hViv a.The bw9n should then be cawfuliy lowered Into the awswafion and centaur on the compacted becldiil or concre o pad(so)atteOW i lusftgon). WA*MNQ!Plsvement Of•bealn-en a eonarsft pad or emgpmeted send-base awn. t►tnan tlwe colak bessai o belt o nws er embMweedlsft ?vriil agues uneven aP loads. Tide reset•eeniftut+s�*struellmW tNwo,end Is mincer ponrtitasd 51t01d/bD lO��►oar►ue4a+G•vae�ne7o•AOC�m�1�Na�6•'raui�aooasrarrt•AVcr�a6-rr6ssrlE gpe�ww�ab0o�*�amn __ _..-...r-...i... ... ..-,. 7ni..nn7ne0 VVJ WJnO'�' i In7/an/)n JUL-05-201t 04:63 EW LEONARD �I 060 87 8693 P.006 FEATURES/BENEFITS ■ FerlormenCea •Heeds Up To 104-TOH •flows Up To 44 GPM ■ Grinds Sewape And DiSchargsS Through 1.1/4'Pipe •Gives A More Economical And Feasible Method To Get Wastewater To A Cotleotion Facility ■ 10"1 Capecifor Start/Capacitor Run Motor •Won Overloading +Oo Not Need b p give Conbrol Panels •High Starting Torque •Internal Overfoed Protection ■oil Rlled Motor •Maximum Mora Cooling •Ewen Dtstributlon Of West •Constant Rearing Lubrication ■ OWck Disconnect Power Coro&Seal Failure Cord •Prevents Water From Entering The Moto Housing •Easy To Replace Up To 50'Lengths AW Wle ■ Heavy Duty Cast tron Construction M 440 SST(86.60 Rad well)Cutler Assembly •24.000 Cuts Second—1.6 Million Cuts/Minute ■Vortex Inrpetler •Provides Nm-Overloading Performance •Prevents Clogging ■ Shaft Seals Double Seal Design For loner Life Upper Carbon Ceramic •Lower Silicon Carbide ■ emy Pump Is Tested •Ensuros The Pump Meets Head And Flow Requirements ■Piggy Hack Float Switch •No Need For A Control Panel ■AOlueMNe/Removable Legs • Optional Seal Failure ■ Easy To Install ' ■Oulcic Delivery •Complete Packages With Or Without Rall Systems CHAMPION PUMP—PUMP PERFOR CE CURVE APPLICATIONS 120 _ ■ t'R Wntial Developmerns,Wastewater Tmwer, Hospitals,Motels,Apartments.Schools.Churches, Universities,Campgrounds,Office Comptsxes 80 ! ;: T'•.�" i j' ,' ' I; 1 60 01stributed by: 40 20 0 5 10 16 20 25 30 15 40 46 SO Gallons Per 111nate 17L00/9000In o0 juawdint,3 8>1818 Z9Zb68Z098 XVd Hd6Z:b IIOZ/90/LO JUL-06-2011 04:54 EW LEONARD 860 87 8693 P.009 Ifa I''•�,' ' ;01 •wL1111'' Simplex Control Panels (20 Amp Max) MOMM • 660 Donee Red Alarm light • +Amber Ian U0M Indk& • •iBoh DeoU Aud61e Buser NIMA U no,X r 14,)mum I' •Sfa kn Door lahhes w/Padlock Nosp +64omd##^Feet •1 Poky,"DoWe Palpate"Coatacmr •"Nand/0N/Auto"Heavy M�9A� •IN 11Nbie0 Tan*O Stops "' ,I'�i� •AMssor Gait 9naker •3 Amp Co ftVAkm Ormit Fuesns �k�rrya, UL 508A +Baugh gaud Three lhu ranels Avoilawe(10 magi) •Twv.Yw timiled Warm* �,'r'M11y h:l ,6`"�, •ICI wl��.,�il••�, ' �I•�i±1 ; 1�'4 1 �; ,' ��; For addIti W aptians ad ik factory c yi•¢,?Ir: + 360+ Alarm Licht Circuit 1 Beaker �• 1 � J, 11 Allay ', �I1oFmi„S�'6enxe. - Contactor •,rw�''►`�f' ;,, t „' SST latch with iiHii•iJµl, Ir •.hII, 4 :,,,;'J.r•:• .Tj;(•,!� ;:CL,'„w IOC 'Pad Nosp Three Phase i S mp>ac CaM�Ponel Avodable :;r',{�. , .�.,1'• ►r�� 1; 1 �1 Aedlbt•Auto •S�; luZzer All Tis .t ,,� i•tmincl Swit<c �� rl ' Strip .,��4d . _,ti � y>;11 1117Iah4:�'ii'YIV�I L4�'I•. b100/80000 o3 �uawdtnb3 8�at8 ZSLV683098 Xb'3 Wd6Z:V IIOZ/90/LO JUL-05-2011 04:63 EW LEONARD 660 813 8693 P.004 TURNKEY PUMP .SYSTEM .... ..� PUFF M _ftNDER Sow Una 3-/52'5 -XFIBERGLASS SOUD COVER WATERlA14STIG14T GRADE ' F MPW 4 JC7 BOX �"�l4LtcTJea�L VAGVL 10 MW'AltF fox � Pita��ovFRW . ' ss SiWN N aqN SA KC SAU vavr: —(5t 904I9440 Pa,Nr) eo Pvc PJP! � 4' uMM FIELDMW � � h�iowf PUMP j R: -W ANTIr=AlWv FLANCR 36.E oTp4.. 7 A.V< oc..a�r e : 37v Au.oas b100/E0001�1 O1 ]IlAWdTnh7 RNDTO 70 1+,eo7noo vu_1 w-la7 Inn i i n JUL-05-2011 04:64 EW LEONARD t360 137 t1693 P.007 I ' to 1 � 11 • r t�"VMMgatG 1-1/4"NPT,Vertical SOLIDS HANDLING 3" LIQUID TEMPERATURE 160 Degrees E pntermittent) 1-i/4"NPT M0"R HOUSING Cast Iron 'T CUTE Cast Iron a .� 2A SEAL.PLATE Cast iron IMPELLER Cast Iron • I 415 Stainless Steel 1 SHAFT SEAL(SINGLE SEAL) Silicon Carbide-Sillcon Carbide 8una-N-Elastomer 9s9 300 Series Stainless Steel-Hardware SHAFT SEAL(DOUBLE S>rAL) Tandem Double Mechanical Upper/Carbon-Ceramic Lower/Silicon Carbide-Silicon Carbide Buna-N-Eladomer 300 Series Stainless Stoat-Hardwe BEARING(UPPER&LOWER) Single Row,Ball,Oil Lubrimaded �gDWANp 300 Series Stainless Steel 0-RINGS Buna-N CORD 27 Lenoth Standard 2t}76 UL/CSA(SJOM INS(.3750D) Quids Disconnect Pin Terminals MOTOR(SINGLE PHASE) 3450 RPM,60 Hz NEMA L Includes Overload Protection in The Motor. . ' Oil Filled,Class F 7.69 Capacitor Start/Capacitor Run 3 WEIGHT 85 The Manual(Double Seal) r- 75 ibs Manual(Single Seal) Model HP Volts Phase Amps Length CPG2022 2 230 15 20 Manual �,,: •,,. •15�.. 28'' Autome�tic ` CPG2022DS " 2 230 1 15 20 Manual C %022ADS 2 230': 7 ''` 15 2D*- I Aut Matic ChOmpian Pump Campang, fnc-P.O.Box 628-Ashland,01144805 phone 419-281-4500-1011 free 800-09-4491 -fax 419-616-1100 b tnnlsonnt� ni t 1JA111dTnh7 AVPTQ 70 1 h007Ann vU I w fn� i ir,. i TOWN OF SO-UT.H WINDSOR SANITARY SEWER - LATERAL :FIELD LOCATION DATE OF CONSTRUCTION: i 1 II BUILDING' ADDRESS STREET : 61 wood SUBDIVISION: NORTH ARROW I,(cwod fill t 14 4 14 La 7i 3 a hrl es c, AldeW � P < CONTRACTOR (PRINT).. // NAME F CONTRACT R'S UP INT) loot Lfr,.AJ1, e e Ave STREET ADDRESS SIGNATURE 67) TOWN STATE ZIP INSPECTED BY TOWN 860—�M—&16 DATE TELEPHONE NUMRER WHITE - TOWN PINK - CONTRACTOR YELLOW CONSULTING ENGINEER / DEVELOPER