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HomeMy WebLinkAboutDrain Layers Permits 2790 Ellington Road 1200051 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER DRAIN LAYER PERMIT DATE: 10/09/12 GIS ID: 30302790100F -- MUNIS APPLICATION# 201201319 FEE: 60.00 EXPIRATION DATE: 11/08/12 APPLICANT LOCATION NAME: D&W PLUMBING&GIRACTIIgD 290 EL,INGTON ROAD ADDRESS: 18 SOUTH TERRACE L10€DOROTHY M VERNON, CT 06066 �790 ELLNGTON RD ff` ' OJT WINDSOR, CT 06074 PHONE j WORK DESCRIPTION: NEW SEAEQICI � THE DRAIN LAYER ASSIGNED TO THIS I RI T N-AS A V? -SUED By T-IE 1 TATE AND HEREBY AGREES TO ALL THE TERMS AND CONDITIONS SET FORTI t E ATPA'UHI i�sl } I1 0I Imo'A- W j {SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTH WINDSOR STANDARD$,,AI L O H - ---- - S Af-R� i -ATTACHED CONDITIONS. G54 yyv Ida ISSUED BY DA E INSPECTED INSPECTED BY 10/9/2012 9:52 AM WJ - - isVOAM vw m „ i — Monte TOWN OF SOUTH WINDSOR INSPECTION REPORT PERMIT NO.: , DDO,S" j CONTRACTOR: 1yk'cc) T" /U.m b 'i'? LOCATION: a 7 TYPE OF WORK: ' J e DATE INSP NEEDED: DATE INSP: /5 INSPECTED BY:�� WORK IN PROGRESS: Cori ,- ►�► -allp,l y'�scH v Fro n Gz: co� }pause +0 Cob �to�n ,rn�aen '�v 5 �,'` S 'fQ DjAanut P, C I — � SGt/'/Get iAeA n ip� � / Ste— rt t�Uv\ 1.yamG11O� 1 i al100A v��:tL7�JrD©�!ND vtSc� Q hoc��, `—�- SEPTIC TANK PUMPED, SMASHED, FILLED WITNESSED [VYES ❑ NO AS-BUILT: INPUT: DATE: S/FORMS/TOWN OF SOUTH WINDSOR INSPECTION APPLICATION FOR DRAIN LAYER PERMIT TOWN OF SOUTH WINDSOR 1540 SULLIVAN-AVENUE PUBLIC WORKS DEPARTMENT TOWN HALL SOUTH WINDSOR,CT FEE$60.00 -Location of proposed work: el/i iJV �vyiv j I Street No. Street Name -Premises owned by..-40Q Name of Firm: &/41-io � Phone Address of Rrm:L `� 7"/1 YY9G� �Cy_lw Yo TYPE OF WORK: Lay House Drain_; Repair House Drain- Lay Main ; Lay Lateral for Commercial/Industrial , Building of acres Connection will be made with P OG PIP-- Existing Water Supply: Public Water Well 2C Proposed Start Date - '2n - 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 �u/`I f� loiyT� �V the holder of Drain Layer's license No. / Dg R 5 3 0,7 Only holders of P-1, P-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. PLEASE NOTE: CBYD No. IFA SANITARYSEWER LATERAL IS WITHrN75FEET OFA WELL ITMUSTBEAIR TESTED Signed: Print Name:a1910e 2 Pcensed Drain Layer Date: Standard Forms\PQrmits�APPLICAI'ION FOR pRAIN LAYERS PERMIT:doc � � Il�ol TOWN OF SOUTH WINDSOR SANITARY SEWER LATERAL FIELD LOCATION DATE OF CONSTRUCTION: _ /0 v_ / 3 -1,2 BUILDING ADDRESS O+A v / h '/// ,o f STREET : y e'l-) SUBDIVISION: NORTH ARROW ......... _. E Y . + CONTRACTOR (PRINT) NAME OF ONTRACTOR'S SUPERVISOR (PRINT) 19 S oy t- i 7eYni c r- ST1RElET ADDRESS SIGNATU V c,�--cj,3 o+i C " / �, / DATE TOWN STATE ZIP INSPECTED BY TOWN 9 sl� DATE TELEPHONE NUMBER WHITE - TOWN PINK - CONTRACTOR YELLOW - CONSULTING ENGINEER / DFVFIOPFR • r • . I • / • ' ' �, • ��' maw � • � NOW r •i �-- �- /�. i �I ii ,J i WGL20 Series 2 HP Grinder Pumps for Residential, Commercial and Industrial Applications ADVANTAGES BY DESIGN IDEAL FOR USE IN PRESSURE SEWER SYSTEMS. ■ Choice of standard,high head or high flow designs. ■ Recessed impeller provides steep non-overloading operating curve. DURABLE MOTOR WILL DELIVER MANY YEARS OF RELIABLE SERVICE. ■ Oil-filled motor for maximum heat dissipation and constant bearing lubrication, ■ Recessed impeller reduces radial bearing loads, increases bearing life. GO® ■ High torque capacitor start/run single phase or three phase motors for assured starting under heavy load, ■ Optional seal leak probe warns of seal leak condition, Ohelps prevent costly motor damage. �L ■ Single phase motors have on-winding current and temperature sensitive overload. g THE WGL20 SERIES IS DESIGNED FOR EASY MAINTENANCE. LISTED ■ Shredding ring and grinder impeller are replaceable without dismantling pump or motor. PRODUCT CAPABILITIES Capacities To 70 GPM 260 LPM Heads To 130 ft. 40 m Liquids Handling domestic raw sewage Intermittent Liquid Temp. up to 140°F up to 60'C Winding Insulation Temp, 3117 155°C (Class F) Motor Electrical Data 2 HP,3450 RPM (Single phase motors are 1 ph-ca contrrolcapacitpanels orpcapait r kits 2 8 or 230 avolt 60 tHzt/run. are recommended for proper 3 ph-induction run operation and warranty.) . 200,230, 460,575 volts, 60 Hz Third Party Approvals* CSA, UL,cUL Acceptable pH Range 6-9 Specific Gravity .9- 1,1 Viscosity 28-35 SSU HE MYERS WGL20 SERIES ARE VERSATILE 2 HP Discharge, NPT 11 in, SUBMERSIBLE GRINDER PUMPS DESIGNED SPECIFI- Min, Sump Diameter Simplex 24 in, 61.0 cm CALLY FOR USE IN PRESSURE SEWER APPLICATIONS Duplex 36 in. 91.4 cm WITH LONG DISCHARGE RUNS OR HIGH STATIC HEADS. Note:Consult factory for applications outside of these recommendations. It features a patented cutter mechanism and recessed 'Models with third party approval(s)are clearly marked on individual impeller design to effectively mascerate typical domes- pump nameplates• tic sewage solids into a fine slurry, Construction Materials The WGL20 Series can be installed in a variety of Motor Housing, Seal cast iron,Class 30,ASTM A48 packaged systems, Factory-assembled simplex or Housing,Cord Cap, duplex packages with guide rail systems or suspended Volute Case, Recessed systems are available. Myers also has complete turn- Impeller key systems to make selection simple. Individual rail Power Cord w/seal probe 151 14/5 SCOW components are also available for installation in on-site w/o seal probe 15' 14/4 SCOW concrete systems. Myers offers a complete line of Mechanical Seals- Sid, dbl. tandem carbon &ceramic submersible sump,sewage,effluent,grinder,non-clog Opt. tungsten carbide wastewater pumps,controls,basins,and accessories. For additional information,please contact your local Pump, Motor Shaft 416 SST Myers representative or the Myers Ashland,Ohio sales Fasteners 300 Series SST office at 419-289-1144, Shredding Ring, 440 SST, 58 60 Rockwell Grinder Impeller WHERE INNOVATION MEETS TRADITIOV Myeis" Pentair Pump Group STATOR DIMENSIONS 2 hp,3450 RPM, 1 and 3 CABLE ENTRY SYSTEM phase. Press fit for Provides double seal (Dimensions in MM) perfect alignment and protection, Cable jacket best heat transfer, Oil- sealed by compression filled motor conducts fitting. Individual wires O heat and lubricates sealed by compression O bearings. Class F grommet. Power cord + „ VFD/continuous can be replaced without O O 25/8 duty rated, disturbing motor. 71/8 O (67) -- - - OVERLOAD-HEAT SENSOR (200) (1 phase only)Protects O O motor from burn-out due to excessive heat from O O any overload condition. Automatically resets when motor has cooled. 41/2 (114) BALL BEARINGS 95/8" Upper and lower ball bearings support shaft (244) and rotor and take axial and radial loads. HEAVY 416 SST SHAFT Corrosion resistant, Reduces shaft deflection due to grinding loads. „ 1/g Lifting Eye SHAFT SEALS Double tandem mechani- cal shaft seals protect 11/Z�� NPS motor, Oil-filled seal ( chamber provides continuous lubrication, p VOLUTE CASE Cast iron 11/4"NPT i vertical flanged discharge. 185/ie (465) i 1 SEAL LEAK PROBE(Opt.) IMPELLER 1 /4 NPT Detects water in seal housing, activates Cast iron recessed warning light in control impeller handles ground panel, slurry without clogging or GRINDER ASSEMBLY binding. Provides Grinder impeller and unobstructed flow I 45/$If shredding ring are passage. Reduces radial replaceable without dismantling pump. loads, Pump out vanes 118) 1 Constructed of 440 SST help keep trash from hardened to 56-60 seal, reduces pressure at Rockwell. seal faces. PUMP PERF®R CE Capacity Liters Per Minute 50 100 150 200 250 300 45 SUBMERSIBLE GRINDER PUMP 140 Model: WGL20 Series WG 20H Speed:3450 RPM 40 120 35 ti 100 30 2 c � WGL20 = 80 25 o � ~ 60 20 WGL20F 15 40 10 20 5 0 10 20 30 40 50 60 70 80 Gallons Per Minute Motor Electrical Data NEC Start Run Run Start Run Code Service Model HP Volts Phase Hertz Am Amps KW KVA KVA Letter Factor WGL20-01 2 200 1 60 50.0 15.0 2.8 10.0 3.0 F 1.25 WGL20.01(LD) 2 200 1 60 50.0 15.0 2.8 10.0 3.0 F 1.25 WGL20-03 2 200 3 60 30.0 9.5 2.9 10.4 3.3 F 1.25 WGL20-21 2 230 1 60 44.0 12.0 2.8 10.1 2.8 F 1.25 WGL20-21(LD) 2 230 1 60 44.0 12.0 2.8 10A 2.8 F 1.25 WGL20-23 2 230 3 60 27.5 8.4 2.9 11.0 3.3 F 1.25 WGL20-23(LD) 2 230 3 60 27.5 8.4 2.9 11.0 3.3 F 1.25 WGL20-43 2 460 3 60 13.8 4.2 2.9 11.0 3.3 F 1.25 WGL20-43(LD) 2 460 3 60 13.8 4.2 2.9 11.0 3.3 F 1.25 WGL20-53 2 575 3 60 11.0 3.4 2.9 11.0 3.3 F 1.25 WGL20H-01 2 200 -1 -60 50.0 15.0 2.8 10.0 3.0 F 1.25 WGL201-1-21 2 230 1 60 44.0 12.0 2.8 10.1 2.8 F 1.25 WGL20H-01(LD) 2 200 1 60 50.0 15.0 2.8 10.0 3.0 F 1.25 WGL20H-21(LD) 2 230 1 60 44.0 12.0 2.8 10.1 2.8 F 1.25 WGL20H-23 2 230 3 60 30.0 9.5 2.9 10.4 3.3 F 1.25 WGL20H-23(LD) 2 230 3 60 30.0 9.5 2.9 10.4 3.3 F 1.25 WGL20H-43 2 460 3 60 13.8 4.2 2.9 11.0 3.3 F 1.25 WGL20H-43 LD 2 460 3 60 13.8 4.2 2.9 11.0 3.3 F 1.25 WGL20E-01 2 200 1 60 50.0 15.0 2.8 10.0 3.0 F 1.25 WGL20E-21 2 230 1 60 44.0 12.0 2.8 10.1 2.8 F 1.25 WGL20E-01(LD) 2 200 1 60 50.0 15.0 2.8 10.0 3.0 F 1.25 WGL20E-21(LD) 2 230 1 60 44.0 12.0 2.8 10.1 2.8 F 1.25 WGL20E-23 2 230 3 60 30.0 9.5 2.9 10.4 3.3 F 1.25 WGL20E-23(LD) 2 230 3 60 30.0 9.5 2.9 10.4 3.3 F 1.25 WGL20E-43 2 460 3 60 13.8 4.2 2.9 11.0 3.3 F 1.25 WGL20E-43(LD) 2 460 3 60 13.8 4.2 2.9 11.0 1 3.3 F 1.25 NOTE: Minimum impeller diameter available is 33/4". Molloy, Catherine From: CallCenter@CBYD.com Sent: Friday, October 05, 2012 1:23 PM To: CBYD Subject: Locate Request-20124003825 (CALL BEFORE YOU DIG - CT) 10/05/2012 13:22:42 -5G -C1 -CW -GV -OT 6-SW SWINDS -T5 -------------------------------------------------------------------------- ***** ROUTINE ***** TIME. .13:22 DATE. .10/05/2012 REQUEST NO. . .20124003825 LATITUDE. .41.8492384 LONGITUDE. .-72.5235873 TOWN. . . . . .SOUTH WINDSOR ADDRESS. . .2790 STREET. . . .ELLINGTON RD NEAREST CROSS STREET. .NEDERWERFER RD -------------------------------------------------------------------------- TYPE OF WORK. . . . .EXC TO HOOK UP SWR TO GRINDER PUMP & AREA IS MARKED. . .YES REMARKS: CONNECTING TO CITY SWR. . . . .WORKING ON THE RIGHT SIDE OF PROPERTY -------------------------------------------------------------------------- START DATE. . . . . .10/11/2012 START TIME. .07:00 CALLER. . . . . . . . . .WAYNE GOTEZ CALL BACK. . . . . . . PHONE #. . . . . . . . .860-916-5686 FAX #. . . . . . . . . . . ALT. PHONE #. . . . EMAIL ADDRESS. . . CONTRACTOR. . . . . .B & W PLUMBING AND CONTRACTING ADDRESS. . . . . . . . .18 S TERRACE CITY. . . . . . . . . . . .VERNON STATE. . . . . . . . . . .CT ZIP. . . . . . . . . . . . . -------------------------------------------------------------------------- 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 TYPICAL INSTALLATION 24' SIMPLEX 2HP GRINDER PUMP PACKAGE W/ SRA-125-CV LIFTOUT WITH REMOTE MOUNTED CONTROL PANEL (MODELS B12SRO-2460P THRU B12SRO-24144P> PUMP MODELi MGCH>200CF>, WGL20CH OR F>, WG20(F) ES-30948 1714AR03 SIMPLEX CONTROL PANEL MG200F WGL20 WG20 MGH2O0 WGL20F WG20F WGL20H SIMPLEX JUNCTION BOXA 24' BASIN COVER, 1 1/2• SLIP CONDUIT FLANGE, STRUCT. PLASTIC STRUCT. PLASTIC (SHOWN OUT OF TRUE POSITION) SST FASTENERS 12 RAIL SUPPORT, SST LIFTOUT CHAIN, SST. 2' CONDUIT F 1 1/4' ANTI-SIPHON VALVE, PVC (AS REWD). --------------- GUIDEICA L IPEILS, 1' SCH,30 F-I 1 1/4' DISCHARGE PIPE, PVC SCH.BO HIGH WATER 'ALARM' LEVEL INVERT �-- ' INLET FITTING (FIELD INSTALLED) LIFT BAIL, SST PUMP 'ON' LEVEL (AS REO'D.) 24• DIA. FIBERGLASS BASIN �'•.;�• '•y.'.. PUMP 'OFF' LEVEL �.'.�. •.�:,� MYERS 'SRA-123CV' LIFTOUT lW/CHECK VALVE> W620 2HP GRINDER PUMP SHOWN �L�OHCRETE ANTI=FLOTATION�BASE REGUIRE)S' 2 CU. FT. FOR EACH FORT OF BASIN DEPTH. (BY OTHERS) ANTI-FLOTATION COLLAR o ' o I TRI E, BALL VALVE, PVC UNION, BLOCKED TYPE VALVE EXTENSION HANDLE, PLASTIC CONDUIT FLANGE e --SLIPSOCKET DISCHARGE FLANGE, 1-1/4 INSIDE BASIN 1-1/2' OUTSIDE BASIN ' CDNTROL MOUNTING BRACKET, SST ■ FLOAT POLE, PVC FOR MG PUMP ONLY