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HomeMy WebLinkAboutDrain Layers Permits 380 Foster Street (2) 1600010 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER DRAIN LAYER PERMIT DATE: 02/19/2016 ; > GIS ID: 33600380 3 ,` FEE: 0.00 MUNIS APPLICATION# 201600155 40 r���4s EXPIRATION DATE: 03/20/2016 APPLIGAl : LOCATION t � NAME: RICHARDS CORP0IAOI�T ADDRESS86 FOSTER STREET ADDRESS: 72 NORTH HARWII T 1 AWEI TE ►WN)yR $0V-.TI�,WINDSOR TOWN OF 29 .TERRYVILLE,CT(6`1$ `" GRAY ROAD _ SOLI 'I WINDSOR,CT 06074 PHONE 860 58 99 i; , F , WORK DESCRIPTION: LAY M13FQ CTZHARD`F�I7 t SCHOOI;�RC? 1KCI� O, IV PROJECT NO FEE lb THE DRAIN LAYER ASSIGNED TO THIPFFIIT�IIS Q VALID 1;TEI�S`Fr ISSEDBYTHI STATE AND HEREBY AGREES TO ALL THE TERMS AND CONDITIONS SET FORTIIVHT1T31�CHEI)`GONI�ITOIS', LL WORK SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTH WINDSOR STAND A S,t L OSHA RE( UIREMIWTS,AND T IE ATTACHED CONDITIONS. Ca , ISSUED BY DATE INSPECTED- INSPECTED BY 2/19/2016 8:40 AM 'El � a i SS C) }e '4YJl 3' k p i,.. ds S L. TOWN OF SOUTH WINDSOR INSPECTION REPORT PERMIT NO:: 16 ' CONTRACTOR: &&Lda4 LOCATION: _ ��� 14_ o sq-e,�,- 5-ty Lo I TYPE OF WORK: _LA U vT'la�ic, Net) Qcc' and ( 7_I.1 Sci���D f DATE INSP NEEDED: DATE INSP: /A 3 INSPECTED BY: i'> WORK IN PROGRESS:_ C o nyt •� '� �.i" l2 / &j 3 b ``art Sr _) &SSr. Zit.) 0 SEPTIC TANK PUMPED, SMASHED, FILLED WITNESSED ❑YES ❑ NO AS-BUILT: . ......_ INPUT: DATE: C l �, S/molloy/forms 2014 Town of South Windsor INPSECrION REPORT 14 APPLICATION FOR DRAIN LAMER PERMIT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE PUBLIC WORKS DEPARTMENT TOWN HALL SOUTH WINDSOR,Cr FEE .00 ,_5 -h,--�0-e-/- -Location of proposed work: Lot# Street No. Street Name Premises owned by: 5ck 00 t� Name of Firm: Phone: Address of Firm: 7 2 �� r�� �� �a r v y11 a, OG 7 v� TYPE OF WORK: Y Lay House Drain; Repair.House Drain - Lay Main ; Lay Lateral for Commercial/Industrial Building 5&h o o of z Z acres - Connection will be made with Al bS RpC_ Existing Water Supply: Public Water,.._ well Proposed Start Date Estimated time for completion ALL WORK TO BE IN ACCORDANCE WITH.TOWN OF SOUTH WINDSOR STANDARDS, ALL OSHA REQUIREMENTS AND CONDTRONS ATTACHED TO THE PERMIT Permit Is to be issued toAf!"Y'��� �� 4`� 5 th older of Drain Layer's License No, 'trn c�27q�zS Only holders of P_ P-7. r W-9 licenses will be Issued a permit. PERMIT WILL EXPIRE THIRTY(30 AYS 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. y 2c�l 6 Ho I c��,O PLEASE NOTE:CBYD No. TFA SANITARYSEWER LATERAL IS WITHrN75FEET OF WELL .rTMUST SEAIR-TESTED Slgned: 1 Print Name: -' Licensed Drain Layer Fr. " Date: Standard F0rms\Permk5WPLICATI0N FOR DRAIN LAYERS PERMMdoc �f'. TOWN OF SOUTH WINDSOR SANITARY SEWER LATERAL FIELD LOCATION DATE OF CONSTRUCTION: 1 ` BUILDING ADDRESS STREET SUBDIVISION: C eCLA d' ky 1 I �,7km 5�441)6. TNORARROW _ I � IA �-- --�•- ---�. _� ���-.�.. ; ��w -�-� .sue � , 1-4 • i ! flfl { ii 1 � ` i I CONTRACTOR (PRINT) NAME OF C0N1WTOR't SUPERVISOR (PRINT) STREET ADDRESS SIGNA UR DATE TOWN STATE ZIP INSPECTED BY TOWN v IJ DATE TELEPHONE NUMBER WHITE - TOWN PINK - CONTRACTOR YELLOW - CONSULTING ENGINEER / DEVELOPER � S k 77 .. 3� . �49 1kFi•- £ � T �a� M1T ���..zx h -�. � qP „3 rQ �� r�-r- ',w�, W� ,�✓'�'-!"a 3€, �s'`ir,�r' Srr ;"`�x '�;;•��,Vic,. s 3sr;�;�x az�':xr�.' .��-.�� +,• `!:✓• L:; f/'- •i— f o �✓„•ai; rs* ta r. 5 �: 7 }1�rir ^�Y} ?f! .•,ti/� her �' ! c � �X.1�� y�4 �r w, . ,rµ R, {tf'/r' .Ll� t ir�i. :zr•',} ./ . '`!-�f (Jr r ra�,.,,.;- �/"...G, ,J�x��C ,.�+�•, rr ,�;.t.,, ,F r .>r /.F �y f, . � y ✓ 7*S ,.rr .r'z r r Irv; link: sr / x`, C-;a i� �- _ - e a o ` � - e < a� - • e . �e - ° • - ei . r. ti, fix. vn 77UR201- M.: o- - 5 ' TO ,CONSTRUc nON) L fl 4 1 -.=311.76--NEVI 15 �. ~'. 264 t 8 PVC ; I ! iSDR 5, l I, =0. 14'-15" HQPE S=0.03 i C.© p it � 9 : #26A J i f :,.. TYPE 'C' TXF� 317.10 ,F.L.=312.18 t r S.M.H. W � � �/ i T.F.=317.9f rLU INV.=309.16 r ' .,, ' f w W W A w ..� f f ! sa IT r � I X C) `• rBEGIN MIL .I{�G & REPAVING OF I HDPE ARNOLD WAY j .=0.01 -f I 11.76 NEVI 15 Ir : 264 l SDR rr $=0 14'-15" HDPE S-Q.03 I C.B. #26 A .. . -. TYPE C } 1 I T.Ri 317.10 -F.L.=312.18A.S ,, ... T:. W .S.M.H. r _r T.F.=317.9± i INV. 309.16 lu ui lu Ey 1 m j v . - - 0' BEGIN MILLING & 'i REPAVING OF i ARNOLD WAY HDPE . - -n rni - I 77 NE. T 8" ,�`VC-..SD� -35 EXV '..NGAI �0 „4 1 I` SIDE t r u. r� 0. NQ 1110WAIF; `.. .i� �'+ , 3 r'y •� Y I Sri .. 4 7 "Sti 264 88" PVC - SDR-35 5=0.026 - �'7 UNDERGROUND CAS SERVICE Mfg OORDINA`I E INSTALLATION AND CONNECTION WITH EVERSOURCE z V f ; it ,•tt f.� k 1 ( ,Y ` I�