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Home My WebLink AboutSavarese, RichardELIZABETH A. NEVILLE, RMC, CMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southaidtown.nor thfork, net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: FROM: DATED: RE: Southold Town Building Department Carol Hydell, Southold Town Clerk's Office April 26, 2011 Cesspool Construction Application .g7 2011 BIOG. DEPT. TO~VN OF SOUTHOtD Transmitted herewith is a copy of application No. 4008 for a Cesspool/Septic Tank Construction Permit submitted by: Mark Schwartz for Richard & Joann Savarese 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. Carol Hydell I have reviewed the application and,~ocation map of the project cited above and make the following recommendations: ./ APPROVE DISAPPROVE Comments: Final approval required from the Suffolk County Health Department Si at e f Vated~/7/// ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hail, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.nor th fork.net 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. t~ (D O~ Applicant Name ~/~ X~'~ ~~7- ~__ Pemit No. Applic~t M~ling Ad.ess F~' ~ d~ ~ Septic T~or Cesspool / ~f f Brief Description of Proposed Cons~ction or Alteration ~ff~ ~ ~ ~ Location of Proposed Construction/Alteration: Owner Mailing Address: Z f 7f~ Owner Property Address: J"~/~7~-~ Name and phone number of contact person Tax Map No: Section ~ 7 Cross Street Block Ok Lot 7' / NOTE: LOCATION MAP MUST BE SUBMITTE~WITH APPLICATION. NEW Signature o~/tpplicant Received by: ~FF. CO, ~ ~R~CE8 " ' .... 5CTM 1000-37-6-7 _ P~ENT FH SE C .. .......... ,.,.,,~,.,~ ~~:~o~~;~ '~ ~/ .......... ~VATION INS~g'HON REgy ~gD ' %~ PERM~FORAP~-OVALOFOONST~UOT~ONFORA ~....,.~.~.~ PROPOSED SEPTIC SYSTEM LOCATIONS: DA~ ~.. g~sc~,ON: ~ANCED~STA.C~~o(~' FROM "A" FROM TEST HOLE DATA LP' S'DIA. X 2' DEEP LEACHING POOL 31.4' 25.6' ~PIRESTHREEY~RSFROMDmEoF LP 2 ~' DIA. X 2' DEEP LEACHING POOL 36.7' ~6.0' BOX 1~, SO--OLD, NYl1791 (63t)765-3677 LP 3 DIA. X 2' DEEP LEACHING POOl 38.7' 33.1' LP 4 3' DIA. X 2' DEEP LEACHING POOl 32.0' 42.1' HOUSE ?~ ~ NV. EL.: APPROVED PIPE -- SEPTIC TANK NOTES: I). MINIMUM SEPTIC TANK CAPACITIES IS 1000 GALLONS. 2J. CONCRIZFE SHALL HAVE A MINIMUM COMPRESSIVE ~-TRENGTH OF 3000 psi AT 28 DAYS. 3J. WALL TI~ICKN ESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS DP 4'. ALL ~./ALL~, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIn' AN APPLIED FORCE OF 300 4}, ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS 'WATERTIGHT. 5). THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF +/- 1/4') ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 6). A 10' MIN. DISTANCE B~I~X/EEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. LEACH. lNG POOLS NOTES: 1). MINIMUM LEACHING SYSTEM IS 2 DOOLSi B' DEEP, 8' DIA. 2). LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECA~E REINFORCED CONCRE~TE (OR EQUAL). 3). ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 4). A MINIMUM DISTANCE BEIX~EEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 5). AN 8' MIN. DISTANCE BET%~EEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. 6). A 10' MIN. DI~EANCE BET%K/EEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. PROPOSED SEPTIC SYSTEM DETAIL N.T.S. SEWER LINE REQUIREMENTS NOTES: I). ALL SE'~ER LINES SHALL BE A MINIMUM OF FOUR INCHES IN DIAMETER. 2). THERE SHALL 8E A LENGTH OF CAST'-IRON SEWER LINE EXTENDING THROUGH THE FOUNDATION TO A POINT A MINIMUM OF TWO FEET BEYOND THE FOUNDATION WALL. 3). THE SE'~R LINE FROM THE BUILDING CAST-IRON P!PE TO THE SEPTIC TANK AND TO THE LEACHING POOL(S) SHALL MEET OR ~XCEED COMMERCIAL STANDARDS 4). SUP-RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE CAST-IRON JOINT. 5). THE S E~K~E R LINE FROM THE BUILDING TO THE SEPTIC TANK SHALL HAVE A MINIMUM PITCH OF ONE-QUARTER INCH PER FOOT AND A CLEAN-OUT OR MANHOLE EVERY FIFTY (50) FEET, 6). THE SE'~ER LINE FROM THE SEPTIC TANK TO THE LEACHING POOL(S) SHALL HAVE A MINIMUM PITCH OF ONE-FIGHT INCH PER FOOT. 7). SE'~ER LINE TRENCH(ES) SHALL BE FIRMLY TAMPERED. ALL BACKFILL SHALL BE FIP~LY TAMPERED BY HAND ABOUT THE PIPE. THE PIPE(S) SHALL BE SECURELY CEMENTED AT THE POINT OF ENTRY INTO THE SEPTIC TAN K AND LEACHING POOL(S). 8). THERE SHALL BE NO BENDS IN THE SE~UER LINES TO THE SEPTIC TANK. IF BENDS ARE UNAVOIDABLE. THEN, FOR BENDS 'g(/ITHIN THE FIR~F TEN FEET FROM THE HOUSE FOUNDATION, THE SE~/ER LINE SHALL BE CONETRUCTED OF CART-IRON FROM THE HOUSE FOUNDATION UP TO AND INCLUDING THE BEND. LONG S%'0EEP ELBOWS SHALL BE USED AND BL~ND$ SHALL NOT EXCEED FOURTY-FIVE (45) DEGBEES A$ MEASURED ALONG THE AXIS OF THE STARTING PIPE. EOR BENDS FURTHER THAN TEN FELT FROM THE HOUSE FOUNDATION AN APPROVED MANHOLE COVER OR CLEAN-OUT SHALL BE INSTALLED. g). ALL SL%~ER LINES SHALL BE STRAIGHT. ~/HEN SECTIONS OF PIPES ARE USED, THEY SHALL BE OF THE SAME MATERIAL AND CONNECTED WITH COUPLINGS OF THE SAME MATERIAL. THE COUPLINGS SHALL BE SECURELY INSTALLED AND '~K/ATERTIGHT. DIRECTIONAL CHANGES THROUGH THE USE OF APPURTENANCES MAY BE PERMITTED IF ABSOLUTELY NECESSARY. I0), '~UHEN USING MORE THAN ONE TYPICAL LEACHING POOL ALL SEeK/ER LINES FROM THE DISTRIBUTION BOX TO THE POOLS SHALL BE SET IN THE DISTRIBUTION BOX AT THE SAME ELEVATION. $CTM# 1000-37-6-7.1