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HomeMy WebLinkAboutDrain Layers Permits 1000 Longleaf Lane (2) 1700037 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER DRAIN LAYER PERMIT DATE: 07/17/2017 GIS ID: 54651000 FEE: 60.00 MUNIS APPLICATION# 201700919 EXPIRATION DATE: 08/16/2017 APPLICANT LOCATION NAME: BCI INC DBA BUTLER COMPANY ADDRESS: 1000 LONGLEAF LANE ADDRESS: 848 MARSHALL PHELPS ROAD OWNER: RHD SOUTH WINDSOR LLC WINDSOR,CT 06095 4520 EVERHARD ROAD#147 CANTON,OH 44718 PHONE WORK DESCRIPTION: SEWER CONNECTION FOR CAMBRIA SUITES THE DRAIN LAYER ASSIGNED TO THIS PERMIT HAS A VALID LICENSE ISSUED BY THE STATE AND HEREBY AGREES TO ALL THE TERMS AND CONDITIONS SET FORTH IN THE ATTACHED`CONDITIONS'. ALL WORK SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTH WINDSOR STANDARDS,ALL OSHA REQUIREMENTS,AND THE ATTACHED CONDITIONS. ISSUED BY T DATt INSPECTED INSPECTED BY 7/17/2017 11:41 AM TOWN OF SOUTH WINDSOR INSPECTION REPORT PERMIT NO.: i 1 Qc,0_ 5 j CONTRACTOR: _3;(t/fir LOCATION: 6 TYPE OF WORK: DATE INSP NEEDED: DATE INSP: INSPECTED BY: WORK IN PROGRESS: c SEPTIC TANK PUMP , SMASHED, FILLED WITNESSED ❑ YES ❑ NO AS-BUILT: INPUT: DATE: S/molloy/forms 2014 Town of South Windsor INPSECTION REPORT 14 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: ZQQ o 1 Cana ZPa,� L Lot # Street No. Street Name Premises owned by: Name of Firm: - 6// l�i> ✓/4 i� �cf' Phone: v 0 Address of Firm: f TYPE OF WORK: Lay House Drain ; Repair House Drain ; Lay Main ; Lay Lateral for Commercial/Industrial Building of acres Connection will be made with Existing Water Supply: Public Water Well Proposed Start Date J,, 17 Estimated time for completion ALL WORK TO BE IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR STANDARDS, ALL OSHA REQUIREMEN LD ONDITIONS ATTACHED TO THE PERMIT Permit is to be issued to �� C`c� etic the holder of Drain Layer's License No. 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. CBYD No. 'h �11�'J� ' PLEASE NOTE: IF A SANITARY SEWER LATERAL IS WITHIN 75 FEET OF A WELL IT MUST AIR TESTED Signed; Print Name: i nsed Drain Layer Date: Standafds�Permits\APPLICATION FOR DRAIN LAYERS PERMIT.doc TOWN OF SOUTH WINDSOR SANITARY SEWER LATERAL FIELD LOCATION DATE OF CONSTRUCTION: BUILDING ADDRESS STREET SUBDIVISION: 4�� �� NORTH ARROW �� y _ 7/ s , CONTRACTOR (PRINT) NAME OF COOTRACTOR'S `SUP SOR (PRINT) Ae STREET ADDRESS SIGNATURE _ J ,& cl �' ," -� `. �/ /�ts3DATE TOWN STATE ZIP INSPECTED BY TOWN 4,c, _ ')V/—/'1 DATE TELEPHONE NUMBER WHITE — TOWN PINK — CONTRACTOR YELLOW - CONSULTING ENGINEER / DEVELOPER ?j A Caw} brfa -5Gfi{ i r ra t' ". 8 „ s ewer from S H .S M 1 Q O �Dlrlrlll-I U/1 r�1 TyIL �LIf�CNr� of 47 04 Y ` /''1,kt- Ba r ConS� M .f M u. �f ,x �x b� v ANL) STANDPIPE SYSTEM hl c STfIllur-IrL --BL-O—W OFF ASSEMBLY 0 Ore< FIRE HYDRANT ASSEMB LY 8"x6* TEE WYE OPEN LEFT CONNECT ['(9 . . TO EXISTING GAS SERVICE STU13 52' — 8" PVC SDR�36 8.X8. TEE AND 8.FIRE SERVICE .. .... 0 2.27. GATE VALVE— ­7 u ,,--GAS METER. SEE PLUMBING DRAWINGS. 4" DOMEST IC WATER SERVICE ar 8"X4" TEE AND 4' GATE VALVE SE //7 OF 44LUMJo BING DRAWINGS FOR C CONDUIT DUCTBANK F CE CONNECTIONS TO m LDING FOR ALL UTILITIES (SEE DETAILS FOR CO 1-5 NDUIT CONFIGURATION I i ELECTRICAL CONDUIT 8" SDR 35. 1-4" TELECOMMUNICATIONS CONDUIT PROVIDE BENDS NECESSARY TO 1-4- CAN CONDUIT W MATCH 8"'MAIN LINE AT EN :5A INV=95.0 INV=102.0;-' 155' 8" PVC SDR 35 02.0%. CLEANOUT ff 8" PVC f 011F 4DR 45* BEND . 7 . F. 108 Trg �4EXISTING ELECTRIC . 0 TRANSFORMER PAD SPC P-013 Nt�95�0'• 6" SDR 35(APPROX. LOCATION) I Ix6 INV=1007 des 8 ' I SD4 35, c 11 REDUCER GREASE TRAP % 41 Cv-r% SEE PLUMBING PLANS V_ INr s I. ' I TF-107.0 EXISTING ELECTRIC VAULT C) DTR 51.601 � ' I \ �d to (APPROX. LOCATION) I Ji 8. CLASS 52 DUCTILE IRON PIPE 'l � I I I ,� \ 4" SDR 35 INV=Iol.50 ANSI/AWWA 0 so C151/A21.51 —02 4-- SMH 20 T.F.=102 Al a t,i 1 ii .10 6" PVC (SE IN)=94.80 7/cZ 80 PVC INVINV(N OUT)=97.00 / \ �o�..,. 4. s ., '' '+ ,` / 14/ c4 SERVICE CONNECTION SPLICE �5 IN EXISTING POLYCRETE PULLBOX (COORDINATE WITH FRONTIER PRIOR TO CONSTRUCTION) �: \ r; 1 1 ` ` 496 � i myrn 6"PVC 0 4.7% s