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HomeMy WebLinkAboutGiniger, Evan Jill M.Doherty,President �*oF SOUry� Town Hall Annex Bob Ghosio,Jr.,Vice-President �� l0 54375 Main Road P.O.Box 1179 James F.King Southold,New York 11971-0959 Dave Bergen G John Bredemeyer Telephone(631) 765-1892 oUNTY,�c� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 20, 2011 Mr. Mark Schwartz Mark Schwartz& Associates P.O. Box 933 Cutchogue, NY 11935 RE: EVAN GINIGER 315 FLEETWOOD ROAD, CUTCHOGUE SCTM# 137-4-14.1 Dear Mr. Schwartz: The Southold Town Board of Trustees reviewed the survey prepared by Nathan Taft Corwin III, last dated May 16, 2011, and received on July 18, 2011, and determined that the proposed demolition of the existing house and detached garage and build a new house with detached garage, is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take_ place seaward.of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Ji I M. Doherty, Presi ent Board of Trustees JMD:eac CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.rnksarchitcct.com July 12,2011 ECE WE L.J Southold Town Board of Trustees L1 Li.; U U L 1 8 2011 �I 53095 Route 25 P.O.Box 1179 Southhold Town Southold,New York 11971 Board of Trustees Re: Ginger Property 315 Fleetwood Road Cutchogue,New York SC,I'M#1000-137-04-14.1 Dear Trustees: Evan Ginger, Owner, would like to obtain permits for the work described in the attached Site Plan. The Southold Building Department has stated that they do not require a permit from your office, however, I would like to obtain a letter of non jurisdiction for this project. We are proposing to demolish the existing house and detached garage and build a new house with detached garage as shown on the survey. The proposed construction is over 140 feet from the landwards limits of wetlands line. Please review the attached survey and call this office if you have questions or need any additional information. Thank you! Sincerely, Mark Schwartz 7 e G NMRM diG u,m —N— / 4kF ` � t I J4/ d P 4p ° P~ zo yti uua 0 ° 2 114 k' w ,.... - r_ •ate �� rs � P,�• ��e, \l '1 e e•\1 0 9 II P6 27 W UiA unto 11 D s d^ , \ F\EETppO H t \\ � O 11 t ' S� \ � d � 5 E „„a ,,,, xrm -- — .- , -- -- „a ,a, NOTICE COUNTY OF SUFFOLK © i 10A16 SOUTHOLD SECTION NO E m.r- —�— , ci11 Tm,�w --r-- -- -- °wttx,�,,.,r�.,at,.l� Real Property Tax Service Agency r ,�„�a a x _ m.w w - - - -- �r �>x�raat� 137 E t �`- ----- ___ _ ,, —_,— sera1 cau°r n.uw rs vapmt[n G County Cen,v RIYMreAN T ll901 A . N u , - ... wrrtr to -- r wxtr w n .xS uir,s s rrtx°ut rPotRx MPo65w 6 li[ 4 4°�� Yll[N RFtr n° �In[t b p .,, —_ —_ — —_ ¢u vammn n.swvu.cvar. P 1000 PROPERTY MAP i C� E L�. " � ro SURVEY OF LOT 5 & EASTERLY 1 / 2 OF LOT 6 L� JUL 1 S 2,�' 1 MAP OF SOUthho!d TGwn F LE E TW O O D COVE Board of Trustees FILE No. 1283 FILED JULY 1 , 1938 SITUATE CUTCHOGUE SHORELINE `� TOWN OF S O U T H O L D SUFFOLK COUNTY NEW YORK Y � K O J � O �1 S.C. TAX No. 1000- 1 37-04- 1 4. 1 SCALE 1 "=30' FEBRUARY 12, 2009 SEPTEMBER 3, 2010 REVISE PROP. DOCK OCTOBER 6, 2010 CONVERT DATUM TO N.G.V.D. 1929 DECEMBER 20, 2010 UPDATE SURVEY MAY 16, 2011 ADDED PROPOSED HOUSE AREA = 24,585 sq. ft. (TO TIE LINE) 0.564 cc. N 77-2226 E 29.74 S �T 40'57" E 8.54' 0 WNERZAPPLI CANT: N 65°4803„ E waOD il, EVAN GINIGER RAMP i_0 WOOD 305 EAST 91 st STREET pOOK 39 76' _ BULKHEAD NEW YORK, NEW YORK 10128 1 3 TIE LINE ,Ill, ® II , Z 5 p� WATER MARK (D2/09/p9)a! Ili, I- LOW - S\O NESEANpS I � 3 2 V1 PV '� / - NOTES: DDGK 2DIIol C41 1. ELEVATIONS REFERENCED TO N.A.V.D. 1988 DATUM. EXISTING ELEVATIONS ARE SHOWN THUS: x P MP CONIC 25 /MON 0 EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -5- - - - NN IG W TER / 0( PROPOSED ELEVATIONS ARE SHOWN THUS: b.3 TIDAL 1 I LA u0sA 'RD EDGE Z I NDwARD WN PROPOSED CONTOUR LINES ARE SHOWN THUS: r� \Nz"NDS AT OF LA0 1 /2.2 x 2. 2. FLOOD ZONE INFORMATION TAKEN FROM: CiJ 1 / I FLOOD INSURANCE RATE MAP No. 36103CO164H I NO ZONE AE: BASE FLOOD ELEVATIONS DETERMINED/ I ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD O 1 WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS 0 11 /o I THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 3 BEDROOM HOUSE IS 1,000 GALLONS. \ x3.4 x� 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP x 25 4. MINIMUM LEACHING SYSTEM FOR A 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. 5 POOLS; 2' DEEP 8' dia. \ P/0 LOT 5/ ` / 1 PROPOSED EXPANSION POOL � � �i ( 4_ LOT 6 �� � � OPROPOSED LEACHING POOL 11 (0 L=___ PROPOSED SEPTIC TANK s x 4.4 x / 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD P/0 x 1 4.7 / OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. LOT 6 \I / LOT 4 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND 6 REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. I\ _6��ZO�•E AE Q 6) DRAINAGE SYSTEM CALCULATIONS: ! s.s ZONE X\* HOUSE AREA: 1,103 sq. ft. 1,103 sq. ft. X 0.17 = 188 cu. ft. ` ° 1 EXISTING HOUSE, 188 cu. ft. / 42.2 = 5 vertical ft. of 8' dia. leaching pool required EXISTING GARAGE \' ' °r : pR DEGKN I DEGK TO BE PROVIDE 3 8' dia. X 2' high STORM DRAIN POOLS i; I O 9 TO BE REMOVED REMOVED GARAGE AREA: 360 sq. ft. GARAGE .. .38.QI; .i L.!. 94 Uci 360 sq. ft. X 0.17 = 62 cu. ft. 2.8'w. X..;.:::.': : ``"'' i"', U) 62 cu. ft. / 42.2 = 2 vertical ft. of 8' dia. leaching pool required 20.6' 6_0 l:-x' N ':HOUSE:: ` ;:: DA �� PROVIDE (1) 8' dia. X 2' high STORM DRAIN POOLS v� D A 1' F.FL. b.0' m o 7.1 y ? ='�' °` 15.5"; nT f*7 �'z PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 1 v Q f''I r;%> 71 m1>4 C r �. I PIPE rn NC 0 CO GARAGE \ 6.8 8'3 1-1 2.2W I I', PRgf, GONG. WALL FOUND •O' / 1 TOP WALL 8.0 TEST HOLE DATA CONC. MON. / I ` 4.8 I' / (TEST HOLE DUG BY NATHAN CORWIN L.S. APRILI5, 2011) 10' O..➢13..� (I i I / ELEV. 4.9 0' 1�� ° Q BROWN LOAMY SAND SM ffl ik_, 6.9 _�' / 0.5' H - o N 7 U I ITY m LE PALE BROWN FINE TO MEDIUM SAND SP I I Ln131 6 F U I _ 4.6 I O ELEV. 2.0 a 3, 7.1 x r/ I I D 4 5 A II O v I A I = o UNAUTHORIZED ALTERATION OR ADDITION rn rn I ' I o I I� TO THIS SURVEY IS A VIOLATION OF Z D (fit 1 SECTION 7209 OF THE NEW YORK STATE I I x 7 II A W v EDUCATION LAW. (j4 6.5 14.9 Co` n I , W COPIES OF THIS SURVEY MAP NOT BEARING m I I I" - THE LAND SURVEYOR'S INKED SEAL OR 5.8 I m I Q # WATER IN PALE BROWN EMBOSSED SEAL SHALL NOT BE CONSIDERED / m x ro I x 4 91 I N FINE TO MEDIUM SAND SP TO BE A VALID TRUE COPY. o I �O���v Q no I Z o _ h1 1�49 n£ II CERTIFICATIONS INDICATED HEREON SHALL RUN 0 V f SPL R�1t N�LATgqR I ,~ ISLY TO THE PREPARED, AND ON HIS BEHON FOR OAILFTTO THE HE VEY �o ° d a FENCE METER- 10' TITLE COMPANY, GOVERNMENTAL AGENCY AND - . 5 LENDING INSTITUTION LISTED HEREON, AND o!o S2 5.1 5.1 TIE - 274•S3� 6. _ TO THE ASSIGNEES OF THE LENDING INSTI- - - .7 s-6 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. FOUND 8 8 FX x _ CONC. MON. _ - a 7 5 �I O� 6.03 EDGE OF PAVEMENT 7.42 -8�40 00„W _ .a _ THE EXISTENCE NT RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF °< ANY, NOT SHOWN ARE NOT GUARANTEED. B.1_4 x n a PUBLIC'WATER IN STREET a �Y T O A� PROPOSED CONC. RETAINING WALL DETAIL ll I LE E �v V (NOT TO SCALE) PREPARED IN ACCORDANCE WITH THE MINIMUM ��LL STANDARDS FOR TIT S,ESTABLISHED DWELLING FINISHED GRADE I-� BY THE L.LA.LS PPRQVED,AN6.QDOPTED FOR SUCH U l (_', W;7YORII- TAI'fE LAND USES PUBLIC WATER > TITLE ASSID D w210 No. 4 REBAR PROPOSED SEPTIC SYSTEM DETAIL 0 HOUSE (NOT TO SCALE) No. 4 REBAR ELEV. 8_0' a 2' O.C. o FINISHED GRADE FINISH GRADE D FINISHED GRADE ELEV. 8.3' ELEV. 8.0' MEMBRANE WATERPROOFING =I ��j� 'vl SEPTIC SYSTEM SIDE n �„�y., c TOP EL. 7.3' 1' MIN. TOP EL. 6.5' --1' MIN. ��J MIN. 4" CIA. 6" SEPTIC LEACHING T 3' CLEAN C APPROVED PIPE TANK APPROVED PIPE LEACHING N SA N.Y.S. Lic. No. 50467 ND INV. EL. min. PITCH 1/4"/1' w min. PITCH 1/8"/1' OOL POOL P I 6.5' INV. EL. 6.3' INV. EL. INV. EL. 5.7' COLLAR o? 4 N 1'-8 DQ Nathan Taft Corwin III " g" � z DISTRIBUTION POOL OF c BOT. EL. 4.0' GROUND WATER 5 POOL SYSTEM No. 3 REBAR ® 12" ELEV. 1.9' an Surveyor SEPTIC TANK (1) Q.c_ 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 3 BEDROOM HOUSE IS 1,000 GALLONS. LEACHING POOLS (5) 1 TANK: 8' LONG, 4'-3"WIDE, 6'-7" DEEP 1. MINIMUM LEACHING SYSTEM FORA 1 TO 3 BEDROOM HOUSE IS 250 sq ft SIDEWALL AREA. ao c 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 5 POOLS; 2' DEEP, 8' dia. _ .° �' Successor To: Stanley J. Isaksen, Jr. L.S. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", ATOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4". 2• LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) > j, ' rP Joseph A. Ingegno L.S. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). No. 3 REBAR ® 18" O.C. Title Surveys - Subdivisions - Site Plans - Construction Layout 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF ±1/4") 4• A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED 3'-0" PHONE (631)727-2090 Fax (631)727-1727 6. A 10' min DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947