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HomeMy WebLinkAboutDrain Layers Permits 986 Pleasant Valley (2) 1300033 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER DRAIN LA YER PERMIT DATE: 10/01/2013 GIS ID: 72900986 -� �� � N& FEE: 60.00 MUNIS APPLICATION# 201301413 „ EXPIRATION DATE: 10/31/2013 APPLICANT` " LOCATION NAME: DAMES THROWE DBL i - jRE y g$6 PLEA SANT VALLEY ROAD ADDRESS: 97 RIVERSIDE DRIVtVGIRISTOPHER L VERNON ROCKVILIXv-&-Tboodc ME ANT VALL RD All %. %i ' J V-INDSOR, CT 06074 PHONE 860-289 6.09 ' %�, 015 WORK DESCRIPTION: NEW SEV���O�I✓��0� i %j i/��/� Nw THE DRAIN LAYER ASSIGNED TO THIS IR1 1JA V�INMj*j! ISSUEDYIFsTATE AND HEREBY AGREES TO ALL THE TERMS AND CONDITIONS SET F 1TE ORTIE ACI4 � �T1t� I Vl� RK SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTH WINDSOR STANDARIAL0--SI )3E IRE�Iv �AST ATTACHED CONDITIONS. ISSUED BY DATE INSPECTED INSPECTED BY 10/I/2013 2:42 PM Am i i Of- iff — Or A w— TOWN OF SOUTH WINDSOR INSPECTION REPORT PERMIT NO.: 6(') 3 CONTRACTOR: EIMS �f'oa)e LOCATION:- 26 pa'< k-n t \)a k l f o a TYPE OF WORK:-- �Pc 'e Cv11i'ti 'r��-tr1 DATE INSP NEEDED: DATE INSP: INSPECTED BY: WORK IN PROGRESS:-C��Ndca,- 0®2® ,Selo yo SEPTIC TANK PUMPED, SMASHED, FILLED r! WITNESSED []AYES ❑ NO AS-BUILT: I__�_ INPUT: DATE: W/2007 Town of South Windsor INPSECTION REPORT 07 APPLICATION FOR DRAIN LAYER PERMIT TOWN OF SOUTH WINDSOR 1540 SULLIVAN-AVENUE PUBLIC WORKS DEPARTMENT TOWN HALL SOUTH WINDSOR CT FEE$00.00 V,1 .Location of ro sed work: -P PoLot# Street No Street Name Premises owned by: �►'sv, Name of Firm: ifcl Address of Firm:- wi-v C it u4-yi TYPE OF WORK: Lay House Drain x Repair House Drain Lay Main-____; Lay Lateral for Commercial/Industrial Building - of acres Connection will be made with-Tn035 Existing Water Supply: Public Water Well Proposed Start Date 2 t /3 Estimated time for completion 1 hex 13 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 the holder of Drain Layer's License No. 1 3 Only holders of P-I, P-7 or W-9 licenses Will be issued a permit. PERMIT WILL EKPIRE 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 SANITTARYSEWER L47ER4L IS WITffIN75 FEE T OF WELL r-rMUSTBEAIR TESTED Signed: Print Name: 0..,S 7����� Licer1sed Drain Layer re-e�n� l �eto(aej I n CIe�y,S �� Date: S \)0 a 3-70 0 3a, Standard-Forms\Permits\APPLICATION FOR DRAIN LAYERS PERMIT.doc TOWN OF SOUTH WINDSOR SANITARY SEWER LATERAL FIELD LOCATION DATE OF CONSTRUCTION: BUILDING ADDRESS STREET yw/Iey .ek SUBDIVISION: NORTH ARROW Pi4 l*r 64 4-e-1 I _ _ I -4-___171 low CONTRACTOR (PRINT) NAME OF CONTRACTORS SUPERVISOR (PRINT) -6 Jr STREET ADDRESS SIGNAT RE �•J'nl� �3 ��� /4, DATE TOWN STATE ZIP INSPECTED BY TOWN ✓6�-- DATE TELEPHONE NUMBER WHITE - TOWN PINK - CONTRACTOR YELLOW - CONSULTING ENGINEER / DEVELOPER NGOULDS PUMPS ��96 u mersible Sewage Pump MODEL , .. s WS.B , Series Prosurance available for residential applications. APPLICATIONS component damage on • Built-in overload with ■Power Cable:Severe duty Specifically designed forthe accidental reverse rotation. automatic reset. rated,oil and water resistant. following.uses: ■Fasteners • SJTOW or STOW severe.:300 series Epoxy seal on motor end • Homes stainless steel. duty oil and water resistant provides secondary moisture • Sewage systems power cords. barrier in case of outer jacket g Y ■Capable of running dry • y3-1 HP models have • Dewatering/Effluent without damage to damage and to prevent oil • Water transfer components. NEMA three prong wicking.Standard cord is 20'. ■Designed for continuous grounding plugs. Optional lengths are available. phase(60 Hz): SPECIFICATIONS operation when fully Three p ■Motor Cover 0-ring: • Class 10 overload protec- Assures positive sealing Pump: submerged. tion must be provided in against contaminants p and • Solids handling capabilities: separately ordered starter oil leakage. 2"maximum. MOTORS unit. • Discharge size:2"NPT. ■Fully submerged in high • STOW power cords all have • Capacities: up to 185 GPM. grade turbine oil for lubrica bare lead cord ends. AGENCY LISTINGS • Total heads: up to 38 feet tion and efficient heat trans- ■Bearings: Upper and Tested to UL 778 and TDH. fer.All ratings are within the lower heavy duty ball bearing ® By Aana an Standards • Temperature: g Y Y g B Canadian Standards p working limits of the motor. construction. Association 104°F(40°C)continuous E Class B insulation. ■Designed for Continuous us File#LR38549 140°F(60°C)intermittent. See order numbers on Single phase(60 Hz): Operation:Pump ratings are Goulds Pumps is ISO 9001 Registered. reverse side for specific HP, ' All single phase models within the motor manufactur- voltage,phase and RPM's feature capacitor start er's recommended working available. motors for maximum limits,can be operated continu- starting torque. ously without damage when FEATURES fully submerged. METERS FEET ■Impeller:Cast iron,semi- 15 50 _ �_ ` SERIES"WS B open, dynamically balanced, 2"SOL IDS non-clog with pump out RPM 1750 i vanes for mechanical seal 40 protection. Optional Silicon 1oGPM w5�#ta l bronze impeller available. ,0 . SFr ..._ _ - T. i ■Casing:Cast iron volute o 30 type for maximum efficiency. _ ws07B _....£ .- Designed for easy installation a wsosB on Al 0-20 guide rail. Z20 i ■Mechanical Seal: SILICON a 5 wso3a CARBIDE VS.SILICON - = . . � f CARBIDE sealing faces for i ._ superior abrasive resistance, stainless steel metal parts, — j BUNA-N elastomers. i [..._...... ■Shaft: Corrosion-resistant 0 20 40 60 80 100 120 140 160 180 200GPM stainless steel.Threaded I 1 � L 0 5 10 15 20 25 30 35 40 45 mYh design. Locknut on all models CAPACITY to guard against Goulds Pumps ©2004 ITT Water Technology,Inc. Effective December,2004 www.goulds.com ITT Industries 83886 <& [qGOULDSPUMPS Submersible Sewage Pump MODEL 3886 6 WS 'B Series S 4 8 3 Z COMPONENTS DIMENSIONS kem No. Description (All dimensions are in inches.Do not use for construction purposes.) , 1 Impeller 2 Casing 3 Mechanical Seal 4 Motor Shaft I�_12" —)p 5 Motor 6 Ball Bearings ROTATION 7 Power Cable 8 Casing O-Ring19" 2"NPT 8i(ar - ° 53('n KICK-BACK MODELS PERFORMANCE RATINGS(gallons per minute) Order HP Phase Volts Max RPM Wt. Order No. W5036 W505B W507B W510B No. Amps. (ibs.) HP► '/3 _ Yz % 1 7S0311 B 115 10.7 RPM► 1750 1750 1750 1750 W50318B '/3 208, 6.8 63 10 10. 80 122 145 183 WS0312B 1 230 4.9 W50511 B 115 14.5 0 a`+ 15 36 90 116 152 WS0518B 208 810 x 20 — 50 86 123 — WS05126 230 73 25 — 48 95�v WS0538B h 200 3.8 65 30 _ _ 58 WS0532B 3 230 33 35 — — 20 WS0534B 460 1.7 WS0537B 575 1.4 WS0718B 1 208 11.0 WS07126 230 9.4 1750 WS0738B 3/4 200 4.1 WS0732B 3 230 3.6 WS0734B 460 1.8 WS0737B 575 1.5 85 WS1018B 1 208 14.0 WS1012B 230 12.3 WS1038B 1 200 6.2 WS1032B 3 230 5.8 WS1034B 460 2.9 W510376 575 2.4 Goulds Pumps is a brand of ITT Water Technology,Inc.— a subsidiary of ITT Industries,Inc. Goulds Pumps and the ITT Engineered Blocks Symbol are Goulds Pumps registered trademarks and tradenames of ITT industries. PRINTED IN U.S.A. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. < ITT Industries 1000 US GALLON PUMP CHAMBER NOTES: B 0130" pY@47* 1000 US Gallon Capacity Top View Inch Liquid Depth _ ___ *All inlets same elevation- 50 inches to bottom A I j A * 4 Self sealing inlets for 4 inch pipe I 1 * Fiber reinforcement throughout *Concrete: t 5000 si min p *ASTM C 1227 62„ I - - * Includes 36 inch x 2.5 inch thick flat cover *T&G joint sealed with butyl seal *Total weight: 8000 lbs. L__ _-_____._______________J 36" dia. Cover B 102" F. «�) 4 i01 64" 50" (all) 3" 3" Section B-B Section A-A Richard Septic Systems, Inc. PRECAST CONCRETE PUMP CHAMBER 350 Cedar Lane,Torrington,CT 06790 860.482.1631 800.TANX R US(826.9787) 1000 US Gallon capacity Scale: 3/8"=1 foot 's fax www.richardseptiacom Drawing No: PC1000 6/2/2011 By:JGR Molloy, Catherine From: CallCenter@CBYD2.com Sent: Friday, September 27, 2013 7:37 AM To: CBYD Subject: Locate Request-20133903869 (CALL BEFORE YOU DIG - CT) 09/27/2013 07:36: 19 -5G -BB -C1 -G5 -GV -OT 2-SW SWINDS -T5 -W3 -*****-ROUTINE-********** TIME. .07:36 DATE. .09/27/2013 REQUEST NO. . .20133903869 LATITUDE. .41.8089256 LONGITUDE..-72.5788768 TOWN. . . . . .SOUTH WINDSOR ADDRESS. . . 986 STREET. . . .PLEASANT VALLEY RD NEAREST CROSS STREET. .CLARK ST -------------------------------------------------------------------------- TYPE OF WORK. . . . .EXC TO INSTALL SWR AREA IS MARKED. . .YES REMARKS: WORKING ON THE LEFT SIDE OF THE DRIVEWAY TO TANK IN REAR OF GARAGE -------------------------------------------------------------------------- START DATE. . . . . .10/02/2013 START TIME. .07:00 CALLER. . . . . . . . . .JAMES THROWE CALL BACK. . . . . . .ANS MACHINE PHONE #. . . . . . . . .860-871-7968 FAX #. . . . . . . . . . .N/A ALT. PHONE #. . . . EMAIL ADDRESS. . . CONTRACTOR. . . . . .VANS SEWER & SEPTIC SERVICE ADDRESS. . . . . . . . .97 RIVERSIDE DR CITY. . . . . . . . . . . .VERNON STATE. . . . . . . . . . .CT ZIP. . . . . . . . . . . .06066 ------------------ ------------------------------------------------------- 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 Y 10*N SC4 7DWn Ole T/O c s � w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR•10 TELEPHONE (860) 644-2511 September 6, 2013 RECEIVED Peter DeMallie SEP 1 1 2013 Design Professionals, Inc. 425 Sullivan Avenue SOUTH WIND DEPT. ENGINEERING DEPT. South Windsor, CT 06074 RE: Chris Davis - 986 Pleasant Valley Road (WPCA Approval) The South Windsor Water Pollution Control Authority, at its regular meeting of September 3, 2013, approved the application as presented, of an existing single family residential home for connection to the existing South Windsor sanitary sewer on Pleasant Valley Road; as more specifically shown on plans entitled "Chris Davis, 986 Pleasant Valley Road, South Windsor, CT"; prepared by Design Professionals, Inc., South Windsor, CT. Project No. 3342, Sheet SC-1 "Sewer Connection Plan", Dated 7/31/2013. This approval is subject to the following conditions: 1. Comments listed in the Memorandum from Jeff Doolittle, Town Engineer, dated August 30, 2013 attached hereto as Exhibit A; with the exception that there was a modification to Comment No. 2 which is to replace the proposed extension of 1-1/2 inch force main with a 2 inch force main extension to the property and relocate the cleanout, as shown on plans, to the end of the force main; 2. Technical approval of the Town of South Windsor Engineering Department; and 3. Final Authority approval and acceptance of the sanitary sewerage connection will be conditional 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. Very truly yours, cha ries, Chairman ater Pollution Control Authority RA:ead cc: Michael J. Gantick, Director of Public Works RECEIVED /Jeff Doolittle, Town Engineer Michele Lipe, Director of Planning SEP 16 2013 Chris Dougan, Chief Building Inspector Chris Davis Applicant SOUTH WINDSOR ENGINEERING DEPT. MEMORANDUM Exhibit A To: C. Fred Shaw n From: Jeff Doolittle,Town Engineer '1 / Date: 8/30/13 RE: WPCA Application - 986 Pleasant Valley Road, Chris Davis have reviewed the application plan to connect the property at 986 Pleasant Valley Road to the sanitary sewer and I have the following comments: 1. The plans need to be signed and stamped by a Professional Engineer licensed in Connecticut. 2. The existing 2 inch force main should be extended along the front of the property at 986 Pleasant Valley Road to the eastern end so other properties to the east (such as # 994, #993, #1007, and #1015) can also connect to this force main in the future. The 1-1/2 inch force main from the house can then connect to the 2" force main by the road. 3. A new clean-out should be installed at the new end of the 2"force main in front of --- #986: - - - — - - 4. The proposed force main shall be installed at least 4 feet below ground. 5. Show the location of the water service from the house at#986, #980 and #994 to either the water main in the road or a well on site. Verify that the required separation distance between the proposed sewer lateral and the water lines or wells in this area are met. 6. The Engineer shall verify that the pump specified is sized properly for the sewage flows and total dynamic head required for this property and the force main. 7. The gravity Line from the house to the pump station should be�/diameter. 8. Include an isolation ball valve and check valve on the force4ain between the pump and 2"force main in the street. 9. A float system to control the pump with on, off and high alarm floats needs to be included. 10.The force main shall be pressure tested in accordance with the SW Public Improvement Specifications after it has been installed. 11.The sewer pump and controller shall be wired to an outside receptacle and transfer switch so they can be operated by an emergency generator if necessary. 12. Provide a copy of the agreement with the owners of the 2" force main that allows the property at 986 Pleasant Valley Road to connect to this force main. Please contact me if you have any questions.