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Home My WebLink AboutManettiELIZABETH 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 southoldtown.northfork.net TO: FROM: DATED: RE: Carol Hydell, Southold Town Clerk's Office January 7, 2010 Cesspool Construction Application OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD ~ ~[~ Southold Town Building Department Transmitted herewith is a copy of application No. Permit submitted by: Mervl Kramer fro Manetti 3922 for a Cesspool/Septic Tank Construction 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 location map of the project cited above and make the following recommendations: ~ APPROVE DISAPPROVE Comments: Final approval required from the Suffolk County Health Depa~hiient Signature TOWN CLRRK REGISTI%AR OF VITAL STATISTIC~ MAI~RIAGE OFFIOER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK ..Town Hall, 63095 Main P,O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (681) 765-1800 sou tholdtown.northfork.ne~ Residential ~ $10 / or Non-Residential ~ $25 __ Application No. _S~ Permit No. App!icantName . ~..[., ~ Applicant Mailing Address Septic Tank / or Cesspool .B,ri.ef~De~,oriptio_n .of .Proposed Construction or Alteration I ~ ~Pl'~ ~ ~ Location of Proposed Construction/Alteration: Owner of Property:. ~ l~le~:;~ Owner Mailing Address: Owner Property Address: Name and phone number of contact perse~ Tax Map No: Section -I~ Block _j~__ Lot Cross Street NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL ~ Date r, eoiwd 6r. SURVEY OF BLOCK .4 MAP OF REYDON SHORES, INC. FILE No. 631 FILED JULY 2, 1931 SITUATE BAYVIEW TOWN OF SOUTHOLD SUFFOLK S.C. TAX COUNTY, NEW YORK No. 1000-80-05-5.1 SCALE 1 "=20' NOVEMBER 21, 2007 JANUARY 6, 2008 ADDED ADJACENT HOUSE LOCATIONS MAY 29, 2008 ADDED PROPOSED ADDITIONS OCTOBER 24, 2008 LOCATED EXISTING WATER LINE AREA = 15,527 sq. ff. (TO TIE LINES) 0.356 OC. TO: VINCENT MANETTI LAURA MANETTI 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 EXISTING ELEVATIONS ARE SHOWN THUS:~ EXISTING CONTOUR LINES ARE SHOWN THUS: F.~L. - FIRST FLOOR G.FL -- GARAGE FLOOR T.B. -- TOP OF BULKHEAD B.B. - BO'f'roM OF BULKHEAD T.W. -- TOP OF WALt. B.W. -- BOTTOM OF WALL 2. FLOOD ZONE INFORMATION TAKEN FROM: DATUM NOTES: N SURVEY OF LOTS 10, 11 & P/O BLOCK A MAP OF REYDON SHORES, FILE No. 651 FILED JULY 2, 1951 SITUATE BAYVIEW INC. TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-80-05-5.1 1" 20' SCALE = NOVEMBER 21, 2007 JANUARY 8, 2008 ADDED ADJACENT HOUSE LOCATIONS MAY 29, 2008 ADDED PROPOSED ADDITIONS OCTOBER 24, 2008 LOCATED EXISTING WATER LINE JANUARY 27, 2009 ADDED SETBACK FROM DECK TO BULKHEAD DECEMBER 22, 2009 REVISED PROPOSED DRAINAGE AREA = 15,527 sq. ff. (tO TIE LINES) 0.;556 CC. CERTIFIED TO: VINCENT MANETTi LAURA MANETTI 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:~.o EXISTING CONTOUR LINES ARE SHOWN THUS: PROPOSED CONTOUR LINES ARE SHOWN THUS: ~FL. -- FIRST FLOOR G. FL -- GARAGE FLOOR T.S. -- TOP OF BULKHEAD B.S. -- BO1TOM OF BULKHEAD ~w. -- TOP OF WALL &w. -- BOSOM OF WALL 2. FLOOD ZONE INFORMATION TAKEN FLOOD INSURANCE RATE MAP No. ZONE AR: ZONE X: FROM: $6105C0167 G BASE FLOOD ELEVATIONS DETERMINED AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. GALLONS. 400 sq ff SIDEWALL AREA. FIELD 5. MINIMUM SEPTIC TANK CAPACITIES FOR 5 BEDROOM HOUSE IS 1,500 1 TANK; 8' DIA.. 5' DEEP 4. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 2 POOLS; 8' DIA., 8' DEEP ( ~ PROPOSED FUTURE 50% FUTURE EXPANSION POOL PROPOSED 8' DIA X 8' DEEP LEACHING POOL (~PROPOSED 1,500 GALLON SEPTIC TANK 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. DRAINAGE SYSTEM CALCULATIONS: )90 sq. ff. '. X 0.17 X 1.0 = 169 cu. ff. . / 22.34 = 8 vertical ff. of 6' dia. leaching pool required 1,200 sq. ff. ff. X 0.17 X 0.5 = 62 cu. ff. / 22,54 = 5 verficol ff. of 6' dia. leeching pool required 6' die. X 12' high STORM DRAIN POOL DRYWELL No. 2 ROOF AREA: 990 sq. ff. 990 sq. ff. X 0.17 X 1.0 = 169 cu. ff. 169 cu. ff. / 42.2 = 5 vertical ff. of 8' dia. DRIVEWAY AREA: 1,800 sq. ff. 1,800 sq. ff. X 0.17 X 0.7 = 215 cu. ff. 215 cu. ft. / 42.2 = 6 vertical ft. of 8' die. leeching pool re( leeching pool re( PROVIDE (1) 8' dia. X 12' high STORM DRAIN POOL UNN~ORIZED ALTERA-nON OR ADDmON TO TNJS SURVEY IS A VIOLA-nON OF SEc'noN 7209 OF 3lie NEW YORK STA31~ EDUCATION LAW. COPJE~ OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDiCATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS pREPARED, AND ON HIS BEHALF TO 3~IE ~ COMPANY, GOVERNMENTAL AGENCY AND LENDING INS'TITUTION E53ED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS-n- 'RJ-nON. CEJ~TiFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TffLE SUR~ETS AS ESTABUSHED Nathan Taft Corw Land Surveyo Wtle Sundays -- Subdivisions -- Sits Plans -- Construct PHONE (631)727-2090 Fox (631)72 OFFICES LOCATED AT MAIUNG A~ 1586 Main Road P.O; Bo~ ~BLE LOT AREA AS DEFINED BY THE TOWN OF SOUTHOLD = LOT AREA LANDWARD OF BULKHEAD LOT AREA LANDWARD OF BULKHEAD = 15,064 sq. ft. EXISTINO LOT COVERAGE PROPOSED LOT COVEP~GE % LOT COVERAGE % LOT COVERAGE PTION AREA , OVER BUILDABLE DESCRIPTION AREA OVER BUILDABLE LOT AREA LOT AREA ISE EXIST. HOUSE 1,$15 sq, fl, 8.7% SUN ROOM 1,540 sq. ft. 10.2% EXIST. DECK 745 sq. ff. 5.0% :KS 1,020 sq. ft. 6.8% PROPOSED ADDITIONS 578 sq. ft 3.8% ;TING 2,560 sq. fl. 17.0% PROPOSED PORCN 82 sq. ff. 0.5% PROP. PLAT. & STEPS 191 sq. ff. 1,3% TOTAL EXIST. & PROP. 2,909 sq. ff. 19.3% / x2J~ --22 ROOf AREA 990 sq. 169 cu. ~WN AREA 1,200 s 62 cu. · P~OVIDE (1 TEST HOLE DATA (TEST HOLE DUG BY ~ ON OCTOBER 4. 2007)