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HomeMy WebLinkAboutBasanta Town Hall, 53095 Main Road ELIZABETH A. NEVILLE,MMC TOWN CLERK ii P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS Fd Fax(631)765-6145 MARRIAGE OFFICER � a �� RECORDS MANAGEMENT OFFICER �" ��.=s^b� Telephone(631)765-1800 FREEDOM OF INFORMATION OFFICER °.9 'w•southoldtownny.gov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Sabrina Born, Southold Town Clerk's Office DATED: August 10, 2020 RE: Cesspool Construction/Alteration Application Transmitted herewith is a copy of application No. 4860 for a Cesspool/Septic Tank Construction Permit submitted by: Francisco & Maria Basanta Please review the application and location map and advise if this office may issue the permit. Please complete the form below and return it to me. Thank you. * * * * * * * * * * * * I have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE DISAPPROVE Comments: Signature ............. Dated ELIZABETH A.NEVILLE Town Hall, 53095 Main Road TOWN CLERK P.O.Box 1179 REGISTRAR OF VITAL STATISTICS Southold,New York 11971 MARRIAGE OFFICER Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION OPERATION PERMIT CESSPOOL or SEPTIC TANK 0 �or Non-Residential $25 Application No. Residential @$1 @ pp Permit No. Owner Nstn � ,, ,,� (.�,�... � . �,1A&rc a'SCti n Owner Mailing Address....... �.�..� " Owner Property Address- Owner Telephone No. Tax Map No: Section . .Block Lot m Cross Street Please check each that applies: New Construction Alteration to Existing System Residential Non-Residential NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. (Locate building and system; give north arrow and approximate distance in feet from system to building and closest road. New construction may submit copy of survey with SCHD approval.) Signature of Applicant mm_, � gn Date Received by: � , r)%1CA97FGeneral Construction Notes 24' NE STOPPER ovo TEST HOLE DATA 1.LOT AREA:22,000 S OR.51 ACRES McDONALD GEOSCIENCE N. MAR 16 2020 '� 2..SCTM#1000-79-04-12 ,.. 9110119 mm?& R EL �2, � 3,BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY Peconic Surveyors dated November 15,2019.. FW WTT ELEVATIONS REFERENCED TO THE NAVD 88 DATUM. PALE BROW SILT ML SUFF. CO. "� � � - "��ICES , 4,ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS ! p� l+ OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED !S 3' p ®FFICE vF"'t�t..�•..:,i;.=:Jfd.S�i-�MGT. b 5,THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE pm D.=%# COMMENCEMENT OF WORK THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE p jO OR 35 Abp " ,.. PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. PALE BROW SILTY SAND SM BE1VU 70 I 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING o FROW OWING SCTM# 1000-79-04-5 O' S1O .. - WORK. < LUq 7.ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE 6 13 0' �`60°p�M1£ AWS PUBLIC WATER SUR' AND FEDERAL LAWS.CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL DWELLING FACE WATERS 250' NORTH UNSUITABLE MATERIALS OFF SITE.DEBRIS SHALL NOT BE BURIED ON THE SITE. BROW RNE SAND SP CLEAN OUT DETAIL /CROSS ANCHOR LANE a�, ,r•� S.ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. r9'd 19• N.T.S. O° 9.ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 28 DAY STRENGTH CONCRETE. NOTE NO WATER ENCOUN1ERm �' 10.SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS ezEVAnays REFERENCED TD NA VD BB � SCTM# 100 -79-04-6.1 � � z LZ,Ed�]d®17I11Ctlt QE existingsanitary LL 1 MATERIALS EMPLOYED RTP'�d::SEDIMENT FF MAINTENANCE SITE PONDS,DRAINAGE INE TS.THE 11.DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE U � D ELLI N G PREVENT THE TRANSPORT OF SEDIMENT TO OFF SI E INLETS.THE METHODS AND be In P U B�I C WATER GUIDELINES FOR EROSION AND SEDIMENT CONTROL ROLCONTROL MEASURES SHALL W CR",1NFORNRTd:FT!•6ENEW'NIW7RK.GUI� -�' .•� comformancc with department require=mentmtt �R� '- p 12.ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM P . YY - as proof. MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR TEST. 1O L 18.9' 0 E � 1 i WSPE i MAP OF HARD.[�0R I�OGHTS WELL ® CMF F SANITARY SYSTEMESTATES SECTDN II (LOCATION BY OTHERS) � HEALTH DEPARTMENT RLED 1.0065 LOT 38 O F rC w SCTM# 1000-79-04 SCTM# 1000-79-04-14 o WATER ° of A�R�NS DWELLING 1�n1�1 DWELLING Q') M . .R 10 PUBLIC WATER I�� J o WELLTrlp EL=22.2' (50 700, V Q � a n CORaC. o 0 � o � I Oa- �-04, � - 0- ," r oNC.f STONE O' `�✓ oRCH�40 � O EL 15.3' q- P LOT 39 R/a o � `I v ®WELL Coro. r ® a SCTM# PATIO 1b a �� ® P R 1000-79-04-15 ° y �a IL 1:3 Wv o EL 16.9' � ® M 1121- DWELLING s DWELLING EL 22.8' PRDPAN a ' 3 �' W P WELL � TANK ' LOT 40 a PIPE 24.3' CE Uj FE.END � • W ' EXISTING EP y®. tL f4. y„ IID, 0.2'N `SIT WE SANITARY TANK O N J TO BE REMOVED-;., C) Z 8.S :PORCH A MIN �ry O © �! X64 O Ro GENERATOR CO- o 0 "O � ^ J w � s ) Ca U rJ s� SRF END 8" PROPOSED O c: (� O O WELL. r 0.3'S U/G- '0 ST 1500 C MkIN 8'X12' em g'; d TANKPROP GAL 0 >19 � ;;X EE! CLF END o.s'S FROM WELL � .. R. SHED CONC. LOT 9 D Y:JF/JP LOCK ON BLOCKS LINED SCTM# 1000-79-04-11 MARCH 9'2020 O C� A) 7 COMPOST T LG E. NOD 0 10 INTER PUBIC WA ,� 00, Nr�R�.�I DN ZT " RVEfR cANLVARYW-Sk1 MS TIMBER1 740 ANCHOR LA. SEPTICLEACHING= 2 FOOT DIAMETER X 12 FOOT LIQUID SHEET NO- LOT 41 RET. WALL RET. WALL END �NK-1 BFOOT DIAMETER 5 FOOT LIQUID 1.2'W ( 1500 GALLONS- SCTM# 1000-79-04-13 FECOR EXPANSION (1)8 FOOT DIAMETER X 12 FOOT LIQUID DWELLING 0.5'S PIPE 21.1' O WELL FND.ry�r FRANCISCO & MARIA BASANTA SHTE �� p� �� ST LEACHING �.�`S�°N 1C�1JL�l "�T SEFf1C TANK TH TEST NOTE 145 CLIPPER DR. cc C �N a BOOM