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Home My WebLink AboutGibbs/Boschetti ELIZABETH A.NEVILLE,MMC � z� ;„ Town Hall,53095 Main Road TOWN CLERK — P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS - Fax(631)766-6145 MARRIAGE OFFICER - _ � Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER cv=` www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Sabrina Born,Southold Town Clerk's Office DATED: January 17,2020 RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4828 for a Cesspool/Septic Tank Construction Permit submitted by: Kim Gibbs&Nicole Boschetti. 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 Dated ELIZABETH A.NEVILLE �'� �y Town Hall,53095 Main Road P.O.Box 1179 TOWN CLERK Southold,New York 11971 REGISTRAR OF VITAL STATISTICS u• '' MARRIAGE OFFICER . Fax(631)765-6145 RECORDS MANAGEMENT OFFICER _ 4Telephone(631)765-1800 FREEDOM OF INFORMATION OFFICER southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK cc�� Residential @$10 or Non-Residential @$25 Application No. �D Permit No. Applicant Name= )J {,,b65 Applicant Mailing Address�� w� ;� a \W) Septic Tank or Cesspool Brief Description of Proposed Construction or Alteration_ ` " i Location of Proposed Construction/Alte ffration: Owner of Property: 1 YYl t t Owner Mailing Address: Owner Property Address:_ Name and phone number of contact person Tax Map No: Section Block j Lot �- Cross Street — NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SUR TH I DEP T ENT APPROVAL t n Signature oApplicant Date Received by: _« f \ <<_7 Uc 1000-78 s 330,. Li< YTY ^' �'' vLN.,s ! �� v `ff �e++•a�tiy 1?�RsB-41p Em„v ENT 1,414 tf 2`38 3p. � NOTES: ff ] o e $At e A.) �p� `w!! � �_ x ) � � � 1.THIS PROPERTY 15 SHOWN AS LC APPROVED BY THE PLANNING 2. ELEVATIONS ARE REFERENCED TC �� „�� (; EXISTING ELEVATIONS ARE SF � 'a { , fi"�Y' ,�...:� ^�”- 'keq 3. MINIMUM SEPTIC TANK CAPACITIE J'�' t TANK;8' DIA, 4' LIQUID DEEP F J 'v� f m`•' �" J 1 p A�ffi t 4 MINIMUM LEACHING SYSTEM FOR Cf 2 POOLS; 6' DEEP,8'dia. PROPOSED EXPANSION P 4� It PROPOSED LEACHING PO e t,_1 PROPOSED SEPTIC TANK Sa. 5 THE LOCATION OF WELLS AND C ' 6S.II0O" tj { ! OBSERVATIONS AND/OR DATA OB o t r 6. PROPOSED LOT COVERAGE= 2,4 - !f }f Gs6 (INCLUDING HOUSE, PORCH, DECI `gay'y � '' _ TEST 6S. Ji 4 T � �- t*{'0 11 00., 'x a I -".-ter es`p 4 J (FEST HOLE DUG BY dA r:Ak' EL.4,0 "•;yk� '� HIGHEST EX-0GRQUND WATER WELL No. ( LLE JNp � `'Frm E �`"- J {/ 17RAINAGG SYSTEM CALCULATIONS:_ DRIVEWAY AREA: 2,600 sq.ft. 2,800 sqft. X 0 476 cu. 476 cu. ft /42.22 11.3 vertical ft. of 8' PROVIDE(2)8' da.X 6'high STORM DRAIN ROOF AREA:2,D15 q N. 2,01 5 ft.X - cu.ft. ' 343 cu.. f ft./42.2.2-8.I verticai ft. of 8' PROVIDE(2) 8' d'a.X 5'high STORM DRAIN PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR RO qx f PROPOSED 8' DIA.X 6' DEEP DRYWELLS FOR OF SURVEY OF PROPERTY STTUATED AT act SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-09-26 S.C. TAX No. 1000-78-09-34.2 SCALE 1"=40' DECEMBER 1, 2017 NOV1,1A.8,1MI,Eg 201�%,A�D%1.1.11 11.131 SURVEY On DECEMBER 16 2019 REVISE PROPOSED R UNE LOCATION EVISE SITE IANUA14Y OUR WATER J 12, 2020 R PLAN LOT AREA DATA S.C. TAX No. 5;558 Sq. ft. 1000-75-09726 0A28 ac S.C. TAX No. 45,393 Sq. ft. 1000-78—,09-34.2 1.042 do TOTAL 50.051 Sq. ft. `1.170 ac. CERT1.11"IFD TO: �MM 0130S EMINENT FIDELITY NATIO TITInc.LE INSURANCE COMPANY BSTRACT, '3' ta. NOTES 1.THIS PROPERTY IS SHOWN AS LOT I ON"MINOR SUBDIVISION MAP MADE FOR CE rrrr APPROVED BY THE PLANNING BOARD OF THE TOWN OF SOUTHOLD ON OCTOBl 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:, X 3. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE IS 1,250 GALLONS. 1 TANK: 8' DIA. 4' LIQUID DEEP MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 300 eq ft SIDEWALL ARI 2 POOLS; 6' DEEP,8' did. 01)PROPOSED EXPANSION POOL PROPOSED LEACHING POOL PROPOSED SEPTICTANK 5,THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 6. PROPOSED LOT COVERAGE= 2,443 sq.ft. OR 43%OF LOT AREA J JL (INCLUDING HOUSE, PORCH, DECK&CELLAR ENTRANCE) s'?'k- R, TEST HOLE DATA C (TEST HOLE DUG BY NATHAN CORWIN L.S. ON NOVEMBER 1, 2019) D4 I GROWN—1 IL BROWN SILT ML 25 P%E BROWN FINE TO MEDIUM SAND SP -90, 17* O EL.4.0 HIGHEST EXPECTED GROUNDWATER TEST WELL No. 4c"� DRAINAGE SYSTEM CALCULATIONS: DRIVEWAY AREA: 2,800 eq.ft. 2,800 sq' ft. X 0.17= 476 cu. fi. 476 A.. ft./42.2= 11.3 vertical ft, of 8' do. leaching pool required PROVIDE(2)8' di., X 6' high STORM DRAIN POOLS ROOF AREA:2,015 5 eq. ft. 2,015 eq. it. X 0. 17=343 cu, ft, 343 cu.ft./42,2 = 8.1 vertical ft, of 8' ale. leaching pool required PROVIDE(2)8' dic. X 5' high STORM DRAIN POOLS PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: PROPOSED 8* DIA. X 6' DEEP DRYWELLS FOR DRIVEWAY RUN—OFF ARE SHOWN THUS: PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L..A.LS.AND APPROVED AND ADOPTED USE BY THE NEW YORK STATE LAND FOR SUCH US TITLE ASSOCIATION. OF 044 N _Jc. N UNAUTHORIZED ALTERATION OR ADDITION ,Q) TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Nathan Taf t Corwilir COPES 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. Land Surveyor A CERTIFICATIONS INDICATED HEREON SHALL RUN P ONLY TO THE EPSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S, TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND Joseph A. Ingegno L.S.THE ASSIGNEES OF THE LENDING I NSTI— 7'HSubdivisions — Site Plans — Construction TUTION CERTIFICATIONS ARE NOT TRANSFERABLE. e SUeyG — PHONE (631)727-2090 Fax (631)727— THE EXIST 631)727— THFEXIST OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRE AND/OR E xMENTS OF RECORD, IF 1586 Main Road P.C. 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