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Home My WebLink AboutWedge, ChrisELIZABETH A. NEVILLE, MMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS OF MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, NewYork 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.nor th fork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: FROM: DATED: RE: Southold Town Building Department Carol Hydell, Southold Town Clerk's Office June 15, 2012 Cesspool Construction Application Transmitted herewith is a copy of application No. 4092 for a Cesspool/Septic Tank Construction Permit submitted by: Cy Kennor for Chris Wedge & Jeanne Markel 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: Final approval required from the Suffolk County Health Department Signature /~ / ELIZABETH A. NEVILLE -~ TOWN CLERK REI~ISTRA~ OF VITAL STATISTICS MAKKIAi~E OFFICER I~ECORDS MANA(IEMENT OFFICER FREEDOM OF INFORaVIATION OFFICER .~Town Hail, 53095 Main Roa, P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork,ne( OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential ~ $10 ~ or Non-Residential ~ $25 _ Application No. L' Permit No. Applicant Mai~g Ad.ess ?C~ g~ ~&~ ~ ~A& ¢~~ ~ ~ Septic Tank~h~or Cesspool Brief Description of Proposed Construction or Alteration ~_v~^~_ om yzcc> o~4.. ~m-xc~ Location of Proposed Construction/Alteration: Owner of Property: ~4v_x7% Owner Mailing Ad&ess:. cf Owner Property Address: Name and phone number of contact person Tax Map No: lOc)c> Section . ?~ Cross Street },3C~t~.e-, ~:,ec~ ¢~> ~ Block /-{ . Lot 3, ~[-- NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL (~ii~o f Applicant ~ Date Received b'y: TEST HO'E TH-1 10-11-2010 EL =5.1 BY SURVEYOR PROPOSED STORMWATER RETEN~0t~ AT HIGH TIDE ~N ~FER m D~NL) OL SW WATER 4.2' SW SITE PLAN SCALE: 1" = 40' 0 40 SCALE: 1" = 40' 80 VICINITY MAP SCALE: 1" = 2,000' 0 2,000 4,000 SCALE: 1" = 2,000' IEXCAYATION INI~ Ei31Jllll) 'l ,~,..HF.~TH D~EP~ .J , system must be in form WWM- 0~(~ ~sproof. ! NOTES: /g M ~ ' 4 LO~A~E I~TH~E BA~M 1. THERE IS AN ~TIN PRIVATE WELL D ENT OF THE EXISTING RESIDENCE TO BE DEMOUSHED, ~E EXIS~G WEL~IS TO BE ABANDONED IN AC~RDANCE WITH NYSDEC AND SCDHS REQUIREMENTS. THE NEW WELL IS TO BE INSTALLED IN A NEW LOCATION INDICTED ON THE SITE P~N IN ACCORDANCE WITH CURRENT SUFFOLK COUN~ HEALTH DEPARTMENT STANDARDS. 2. CONTRACTOR TO SEND A CUT OF THE GRAVEL MATERIAL SELECTED TO BE USED FOR DRIVEWAY AND STORMVVATER RETENTION BASIN CONSTRUCTION TO THE ENGINEER FOR APPROVAL. (3/4" GRAVEL SIZE, OR 02 TYPE GRAVEL, OR SIMILAR) 3. THERE IS ONE NEIGHBORING WELL WITHIN 150 FEET OF SUBJECT PROPERTY, HOWEVER THE 150 FEET SETBACK EXTENDS SOLELY INTO AN AREA ON THE PROPERTY THAT IS TO REMAIN UNDEVELOPED (REFER TO SURVEY PROVIDED BY: JOHN C. EHLERS LAND SURVEYOR SURVEYED: 05-27~)3, 07~1~3 AMENDED: 07~)9-03, 09-29-03 FEMA REVISION: 0606-10 WETLAND LOCATION: 08~)6-10 TEST HOLE: 10-11-2010 CERTIFIEDTO: JEANNE MARKEL JOHN C. WEDGE P.W. GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST, P.C. 100 HARBOR ROAD ORIENT, NY 11957 SCDHS APPROVAL STAMP REFERENCE NO. R10-11-0053 t """" ......... 2"" ........ "=' ." SITE PLAN 1 SITE PLAN). GRADE EL. 9.19 3' COVER INVERT INTO HOUSE; ~ EL 5.86* PIPE (SDR 35) ~ 2% .62 SECTION PROPOSED 1~200 GALLON SEPTIC TANK DETAIL NTS SEPTIC TANK BUOYANCY CALCULATIONS PROPOSED GRADE EL. 6.40' 22' 4 DIA_PVCPIPE :~ ':: ' ~ ~ ~ ~ ~ ~ ~ ~/.. I ~L.~ ~mm~~~~ ::,:1~ SANITARY LEACHING POOL DETAIL* EL. 4.g0' EL. 2.90' EL. 0.~7 1,200 GAL SEPTIC TANK- 8' DIAMETER x 4' LIQUID DEPTH T = 19,000 LBS ASSUME 1 FT. IN GROUNDWATER** Fb = 7 (volume) = (62.4 Ibs//t3X~T (1 ft)2 (4 ft)) Fb = 7 = (62.4 Ibs/ft~X12.6 CF) Fb = 7 = 786 lbs X 1.5 FS = 1,179 lbs RESISTING FORCE = 19,000 lbs 19,000 lbs > 1,179 lbs - OK ** 0.78 FT. ABOVE GROUNDWATER. USE I FT. BELOW GROUNDWATER AS A WORST CASE SCENARIO. SCDHS APPROVAL STAMP REFERENCE NO. R10-11-0053 P.W. GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST, P.C. 100 HARBOR ROAD ORIENT, NY 11957 SANITARY DETAILS DRAINAGE AREA I DRAINAGE REQUIRED ROOF AREA: 895 SF x 2~/12" x 0.30 = 45 CF* PERVIOUS GRAVEL AREA: 1,300 SF x 2"112' x 0.70 = 152CF LAND AREA: 5.808 SF x 2'/12' x 0.30 = 291CF TOTAL REQUIRED 488 CF *ROOF DRAIN LEADERS WILL DIRECT STORMWATER TO LAND FLOW TOWARDS 1,3 FT DEEP (MIN.) GRAVEL DRAINAGE AREA BENEATH PROPOSED WOOD DECK DRIVEWAY. D~AINAGE PROVIDED PERVIOUS GRAVEL AREA: DRAINAGE AREA II DRAINAGE REQUIRED [(1,470 SF AREA x 1.2 FT. DEPTH) x 0.30 ~ 529 CF TOTAL PROVIDED = 529 CF ROOF AREA: 1,255 SF x 2'112" x 0.30 63 CF* PERVIOUS GRAVEL PATH: 545SF x 2'/12" x0.70 64CF *ROOF DRAIN LEADERS WILL DIRECT STORMWATER TO LAND FLOW TOWARDS STORMWATER RECHARGE BASIN. DRAINAGE PROVIDED STORMWA~R RECHARGE B~IN: VOLUME PROVIDED IN BASIN 389 SF (AVG. AREA) x 1 FT DEPTH = 3~9 CF TOTAL PROVIDED = 716 CF EARTHWORK CUT/FILL VOLUME ITEM QUANTITY FILL VOLUME FOR OVERALL SiTE GRADING WITHIN 1,282 CY PROJECT UMITS FILL VOLUME FOR DEMOLISHED BASEMENT 333 CY CUT VOLUME FOR EXCAVATION OF NEW FOUNDATIONS (319 CY) CUT VOLUME FOR SEDIMENTATION BASIN AND GRAVEL DRAINAGE AREA SENEATH (55 CY) CUT VOLUME FOR GRAVEL DRAINAGE AREA BENEA~I DRIVEWAY (65 CY) CUT VOLUME FOR SANITARY SYSTEM STRUCTURES (40 CY) TOTAL EARTHWORK VOLUME WITHIN PROJECT UM~TS 1,136 CY NOTE: ALL CUT/FILL VOLUMES ARE ESTIMATES AND SHALL BE VERIFIED IN THE FIELD DURING CONSTRUCTION. SITE CLEARING AREA iTEM TOTAL PROPOSED CLEARING AREA · EXISTING CLBARED AREA TO BE REVEGETA~D AND ESTABLISHED AS LANDSCAPE BUFFER (APPROX. 1,128 SF) OPSOIL LAYER OVER GRAVEL ~TENTION VOLUME CROSS SECTION A - A' STORMWATER BASIN NTS (#2 TYPE GRAVEL OR SIMILAR) SCDHS APPROVAL STAMP REFERENCE NO. R10-11-0053 P.W. GROSSER CONSULTING ENGINEER AND HYDROGEOLOGIST, P.C. 100 HARBOR ROAD ORIENT, NY 11957 DRAINAGE DETAILS OF 3