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HomeMy WebLinkAbout1000-35.-5-35 OFFICE LOCATION: �o��o� SU!/jyOlO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � � gyp@ Telephone: 631 765-1938 Southold, NY 11971 Q Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: June 14, 2018 Re: Local Waterfront Coastal Consistency Review for ANTHONY & ANGELA GERACI SCTM# 1000-35-5-35 En-Consultants on behalf of ANTHONY &ANGELA GERACI requests a Wetland Permit to remove existing two-story, single-family dwelling and attached garage, deck, and cellar entrance down to top of foundation wall; construct a new two-story, single-family dwelling and attached garage with an approximately 2,894sq.ft. footprint over existing foundation and basement (to remain), with a proposed 406sq.ft. waterside stone porch and steps; a proposed 126sq.ft. roadside stone porch and steps; new±5'x11' basement entrance; re-grade around waterside of new dwelling using soils obtained from on-site excavation; install a drainage system of gutters to leaders to drywells to contain roof runoff; abandon existing sanitary system and install new sanitary system landward of dwelling; and to remove and replace the existing driveway. Located: 600 Snug Harbor Road, Greenport. SCTM#: 1000-35-5-35 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided that: 1. The Board required a vegetated non-turf buffer landward of•the wood edging to further Policy 6. Note that the FEMA flood zones are incorrectly shown on the Plot Plan. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Town of Southold � E C E Q U LWRP CONSISTENCY ASSESSMENT FORM JUN 1 12018 A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall comp ;� iiFG fo proposed actions that are subject to the Town of Southold Waterfront Cons assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Townj. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 35 - 5 - 35 PROJECT NAME Anthony&Angela Geraci The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Remove existing one-story,single family dwelling and attached garage,deck,and cellar entrance down to top of existing foundation wall,and construct new two-story,single-family dwelling and attached garage over existing foundation and basement(to remain)and proposed waterside stone porch and new basement entrance;and grade around waterside of new dwelling using soils obtained from on-site excavation,all as depicted on the site plan prepared by WKS Architects,last dated May 11,2018. Additional construction activities depicted on the site plan,including installation of a drainage system and removal and replacement of the existing sanitary system and driveway,will occur more than 100 feet from the tidal wetlands boundary and therefore beyond Chapter 275 jurisdiction. Location of action: 600 Snug Harbor Road,Greenport Site acreage: 17,350 sf Present land use: Residential,one-story,single-family dwelling Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Anthony&Angela Geraci (b) Mailing address: 167 High Farms Road Glen Head,NY 11545 (c) Telephone number: Area Code 917-841-5492 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes 1:1 No VN Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III- Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑Yes 1:1No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ❑ Yes 1:1 No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable In association with the construction of the proposed dwelling,a drainage system of leaders,gutters,and drywells will be installed to capture and recharge roof runoff,the previously required 10'wide non turf buffer will be maintained adjacent to the bulkheaded shoreline;and an upgraded sanitary system will be installed more than 100 feet from wetlands in place of the existing septic system. Therefore,consistent with Policy 5,the quality of both groundwater and surface will be protected and improved as a result of the mitigation measures associated with the project. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR ANTHONY &ANGELA GERACI 600 SNUG HARBOR ROAD GREENPORT, NY SCTM#1000-35-5-35 Policy 6 Consistent with Policy 6, the project will contribute to the protection and restoration of the adjacent tidal wetland ecosystem. The proposed two-story dwelling will be constructed over the foundation and basement of the existing dwelling, with the most seaward corner of the cantilevered second floor having a wetlands setback of 62.6 feet from wetlands, compared to the 60.6' wetlands setback to the most seaward corner of the cellar entrance to the existing dwelling. The proposed waterside stone porch will be located 77 feet from wetlands compared to the 66' wetlands setback to the existing deck. Lot coverage as a result of the project will increase by only 375 square feet and remain below the allowable 20 percent. Therefore, the new dwelling structure will maintain a substantially similar footprint as the existing without further encroachment on the adjacent wetlands. A substantial portion of the proposed dwelling will actually be located more than 100 feet from wetlands, as will be the proposed drainage system and upgraded sanitary system, which serve as mitigation measures to improve existing site conditions and create a net environmental benefit upon project completion. Specifically, a drainage system of leaders, gutters, and drywells will be installed to capture and recharge roof runoff; and the installation of an upgraded sanitary system more than 100 feet from wetlands will benefit both groundwater and surface water quality through improved treatment of septic waste. Additionally, the previously required 10' wide nonturf buffer(see Wetlands Permit No. 5508) will be maintained adjacent to the bulkheaded shoreline to serve both as a sink and filter for stormwater runoff and contaminants; and the existing impervious asphalt driveway will be removed and replaced with a permeable driveway located more than 100 feet from wetlands, thus decreasing the impervious surface area on the property. The project will be consistent with the standards for permit issuance set forth in Chapter 275 and has been determined to be outside the Article 25 tidal wetlands jurisdiction of the New York State Department of Environmental Conservation. --SEE ATTACHED ADDDENDUM-- Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [:] No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes R No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. F-1 Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy I1. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLE Coastal Management Specialist DATEMay 14,2018 Robert E. lbbann Amended on 811105 a� ` X600 Snug Harbor Rd f' 9 \ ``•�� = .,� Maly�• � \ 'a. v ogle Earth ,C,, n l ' / / I // • i j 11 �_ • '1 } ^'� � _"���r', �v s,:� }� t. yam.• a x,.,-�.•✓°.•ruc*" ��'a°' '�"'�v ..., s„ +' - :+�. .p �v �, t �y�{ a}T;n;'S ? �� � �+Wit•.;.r r � �- 7i�„ �„�� _ r ♦,.^� :_ �'�, F_".'*.%6► r. . r..�nL"': �•'t .c i��ia• ^.it"4'��Ye 'f"1'_ �b .iY E�{.. � Y "; _ y; _. �8 r ,�'�.� r • x +u�nl +rr A 1 i.a ynJ1' rr '1 P.sf._.'��YE..f�:n• „Y'�`�+�i�- ••C'` �»�+S_[.. - 4^F • a'��{�� ,a�I�.. .�. .",'li::• •� -max r �._�'+r� � '-til N ��Clry,.•• . • • .��*„ f ',-» ,�'xa�_ } iii _ I � - -� - ���` - ..t� ._ '• ,/.1. - _.._._. y ANimpt 1". • K Y s' J Sol Y / 1f.,. � QST N •a f��l� .{�- O s . } '.�• .vac �;• 3.• � t "� ry.. + 4 � ~ /f{.^!��� t '' ..,Y. ♦ — i� s,s• ,.sem•. � ��:/��� WE SM NO MATCH ———————————————--7Z—————————————————— ———————Z-- -Z C', v oo b 1p� oo era Go - o so) op 2S Im WC) 0 Q ss 29°A(l) 12.3 7.WC) 12.1 4 4A(C) GUIL 2AA(C) IZ4 POND 0- Co. 5 7 1 IWO HVLEr 7 ol 1m T NOF 133 soumow 135 -MA NOME OUNTY OF SUFFOLK K souTHGLD SE ONNO C P E rty Tax Service Agency Y G Real 'rope ms me E�x 035 A m"No ING m P PROPERTY MAP sy ZONING INFORMATION STORM DRAINAGE CALCULATIONS KEYMAP EXISTING ADJACENT PROPERTY LOCATION TOWN OF SOUTHOLD STANDARDS STORM DRAIN SCHEDULE PROPERTY&DWELLING RAINFALL =2"/HR= .17 FT/HR SUFFOLK COUNTY TAX MAP# 1000-35-05-35 COEFF. FOR PERMEABLE, LANDSCAPING&GRASS= .3 DRYWELL SYSTEM A: (1)V DIA X X DEEP&(1)V DIA X 4'DEEP RINGS= 127+169=296 C.F. 1 COEFF. FOR ROOFS AND PAVING = 1.0 ZONE: R-40 LOT AREA: 17,350 SF. DRYWELL SYSTEM B : (1)8 DIA X 3 DEEP&(1)8 DIA X 4 DEEP RINGS= 127+169=296 C.F. I - - 1 LOT IS NON CONFORMING. REFER TO ZONING SECTION 280-124-NON CONFORMING LOTS LESS THAN 20,000 SF. DRYWELL SYSTEM C: (1}8'DIA X 3' DEEP&(1)8'DIA X 4'DEEP RINGS- 127+169-296 C.F TOTAL BUILDABLE LAND= 17,350 SF- 110.8 SF(TIDAL AREA, NON-BUILDABLE)= 17,239.2 r Y . ''':;.;,,,, � `"` -888 C.F. IMPERVIOUS AREA f"£ BUILDING WITH COVERED PORCH 1 DID :, :, M ,., INCLUDING ROOF OVERHANG: 3,800 SQ.FT. I I BUILDING AREA 17,239.2 SF x.2=3,447.84 SF 3,050 SF. 3,425 SF. a" t- �, STORM DRAINAGE DRYWELL CAPACITY REQUIRED FOR PERMEABLE&LANDSCAPE EXISTING / PERMEABLE AREA AREA=5,000 X.3 X.167= 250.5 CUBIC FEET I m JUL 2 7 2018 LOT COVERAGE 20% 17.58% 19.74% BULK}IEAp 3 >- %% STORM DRAINAGE DRYWELL CAPACITY REQUIRED FOR IMPERVIOUS AREA 1 ,. i 3,800 X 1 X.167= 634.6 CUBIC FEET LANDSCAPE IN THE FRONT 3,600 SQ.FT Sc;l}oid iol.,rrt FRONT YARD 35' 48.8' 48.8' I a; of 9 . TOTAL STORM DRAINAGE DRYWELL CAPACITY REQUIRED= 885.1 CUBIC FEET Twstees SIDE YARD MIN 10 13.6, 13.8 13.6, 13.8 may PERMEABLE INTERLOCKING CONCRETE PAVERS DRIVEWAY AREAS: 1,400 SQ.FT. TOTAL STORM DRAINAGE DRYWELL CAPACITY PROVIDED=888 C.F. SIDE YARD TOTAL 25' 27.4' 27.4' EXISTING' I ': TOTAL PERMEABLE&LANDSCAPE AREA: 15,000 SQ.FT. I BULKHEAD r M y REAR YARD 35 65.3 62.6 r 7 10" W I 102.53' %- APPROVED BY ,a - /r EXISTING ,� � - �- - -- - - NOTE: 1 r: BULKHEAD --- BOARD OF 1 RUSTEES > . . THE 18"DIA OAK TREE AND THE 24" DIA OAK'TREE INDICATED TO BE REMOVED WILL BE EACH BE REPLACED WITH A NEW OAK TREE TO ry �n '� TOWN OF SOUTHOLD BELOCATED ELSEWHERE IN THE REAR YARD OF THE HOUSE DATE Avg s- 2� �t EXISTING ADJACENT Dc� PROPERTY& DWELLING �/14000, W / Wi C7 N / N W LEGEND V J s- L 0 T 54 _ PROPOSED PERMEABLE N 56037 ' 10 " E 1 6 2 . 0 V y PAVER DRIVEWAY -J / OVERHEAD fT'1 .I lO �O /g WIRES ROPOSED NEV)TWO STOR 2 FENCE 07/24/18-REVISED PER TELEPHONE WOOD FENCE::,. / FENCE � � HOUSE&GARAGE TO BE 0.9'N. 1-­" 0.8'N. 3.5'W. Z / CONSTRUCTED OVER NEW 2 CONVERSATION WITH TOWN TRUSTEES _ - - _ - _ - - - - _ - - _ _ _ FOUNDATION WITH BASEMENT COORDINATION 2 W 1.1 S. U \ "� _ 06/22/18- ISSUED FOR RE SUBMITTAL TO / aj Z �8 a a m z �,j �, Off' `t PROPOSED 1 0 GAL. ASOUTHOLD TRUSTEES-REVISED FLOOD ZONE Co W w (� 653'/ CO z PROPOSED / _ d _ (9•$) w D w �.-� Z 0/ + ST SEPTIC TANK, 8'DIA.X DESIGNATIONS,ADDED NOTE REGARDING TREE 2 rI U' W / EX/ST SEr �Cw Q AREAWAY& �ROPOSED �- q �i w Y \ __ __` -_tCJ O 19 8) p� V DEEP REMOVAL, REVISED NOTES REGARDING W N a w Y STAIR F FIREPLACE& 8 / o v �'� �'� -- lb/ FOUNDATION WALL REMOVAL AND HOUSE S a 4 6 o U w BASEMENT / I cn Q `-r" I LIJ I LP t PROPOSED 8 DIA.X 4' DESCRIPTION.All PER TRUSTEES CONDITIONS co `� 6 P Q CHIMNEY m o r t _ W -r Q P / CO \ _• i DEEP LEACHING v� OS m I- r II rCP t II EP I 3 JQ ti ED SETg a, O AIR KiD. O M w t EP ►I �_� 11 If ► _ ---- - --- - / "� POOLS TYP. 05/11/18-ISSUED FOR SUBMITTAL TO SOUTHOLD '' O � 2 I g s, ACK ri \2 � I i � i � ., O •, OQ W Q V EXIS7 S U T N J 77 �\ �\ ,� ��� ., i TRUSTEES �b' I POTENTIAL EXPANSION Ica:co S ErSAC 9 -r_��' S ( O �\EP LEACHING POOLS TYP. 05/10/18- ISSUED TO EN CONSULTANTS w W � W Co I � \ / � � y / ,'-�� PROPOSED 8'DIA.X 05/09/18- ISSUED TO EN CONSULTANTS N Q r O O 2 W / Z 25 E F O SE CA TIL VE D O NEW SAN TARY t / �\ 03/30/18-ISSUED TO DEC c z y 'rvo I v o ; TQ REMAIN e° SYSTENy ; Its rCP� -It- rCP� .� I ® t 7' DEEP DRY WELLS / ( REQ D O ��� ►� T W >- _ J OS ��� �' �� i SEPTIC N 1 W/SLOT COVER TYP. O 2 CO Z7 1- N F IS G ES E E �� �'' �'��=� �� \��-'�� \ I COm 2 O Q / »r �� �. i�.\ ��-"� I , PROPOSED 8'DIA.X � j EXIST. BILC65 /,4'9.7/ , i 0 1 7' DEEP DRY WELLS ra x z CEI�R o , tP I EP -�� ( � WSJS ARCHITECTS lPT 2 O `" 663'EX/S / E ENTRANC & '� PROP SED t It r , 0� Q ST Wd O m S / r I� r / \ % ,> W/INLET. QZ S U - ti rgA AREAW TO SEPT C TANK , ,� 1� �i i I M I ® BELGIUM BLOCK CURB JC W v Lu CK / . / ` ' �I 755 NEW YORK AVE., HUNTINGTON, N.Y. �► ' o \ W / Z BE REMOVED / / \r�\ -.,z_ ' - J � I 8 EXISTING CONTOURS (631) 351-1999 ti m W a��a PR PO D E 1 2 4 ST / I Q /cp / � W ►-. l TO H US & RA ------ - I�// i ( /i,\ 1` f I , I �Z ' �U Z O J w W BSE N ON E 7, /\-� �, / \� \ 1 (8) OP S O � F N TI LL 7 /� Lq 40 Z� / O / / / / n - a O // / I �O W �I (X. ) PROPOSED SPOT GRAD 2 Q 4 O w �, O WJUti 18OAK � O ti o 0 Q Q I 1 �O T 11. 1 1 ARCHITECTURE INTERIORS PLANNING / I� z 0 o Q� � TO BE REMOVED I � � �� C 10.6 BORING TEST / F -I o I INFO & SURVEY DATA � I 1 •8 - HOLE 1 Q ( THESE PLANS ARE AN INSTRUMENT 2 / LI E OF EXIS ING Q Q 1 1 .3 3 ALL EXISTING INFORMATION TAKEN IS BASED ON SURVEY OF SERVICE AND ARE THE PROPERTY WOPD FRAME ECK i, / I PREPARED BY NATHAN TAFT CORWIN LAND SURVEYOR � � i%` M,«.....,,,,,, j � _ OF THE ARCHITECT.INFRINGEMENTS JO I I r / WILL BE PROSECUTED. A � 10.4 0 � `��. "",:%' �; ': � � � . T 1ST FL. OBE I � <,...:,; '5 �O W c0 DATED 9/12/17 y,T m 1 RE VIED N I I `' �i \s = N THE CONTRACTOR SHALL VERIFY ALL tip Lq D \�0 I 3 2 ,� O .;r W U I I O 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM FIELD CONDITIONS AND BE tt,� •S $(rF _ W . t O qRD I !°'' Y3I I RESPONSIBLE FOR FIELD FIT AND Z` I %% 2. EXISTING SPOT ELEVATIONS ARE SHOWN THUS: O " AL OF S� /i€ i '%ij% "� I QUANTITY OF WORK.NO ALLOWANCES 7► ' WErI ^ F rFR LOT 36 I - ,, ,,. m S1 '-A/V OM I n- ;.^_^. d. ' r I I F.R. FIRST FLOOR LI Q XI IN O %' - iii" ' " SHALL BE MADE IN BEHALF OF THE 1 4 t_� f D g M//W ' I \ CONTRACTOR FOR ANY ERROR OR "<"° F O / - / , %; , G.FL.- GARAGE FLOOR l r I UNDARY ( S R RA E E U B& / ,"A % % ' TB - TOP OF BULKHEAD NEGLECT ON HIS PART. 1� r BB - BOTTOM OF BULKHEAD ~ [fit p �°C6 ,Pe"' /- EXISTIN 3;Y7 "% r " ` LINE OF EXISTING 70 TIN TOP of WALL 1� P f 77 , I M IS D D REMOVE " ' \O BIN - BOTTOM OF WALL bn h RoP t , ; CIRCULAR DRIVEWAY s . 8 SED z 1 M E LY E VE €' ;-„ a'" TO BE REMOVED, TYP. 1 2. FLOOD ZONE INFORMATION TAKEN FROM: 2 `T Tg CK I T ' ; ` TC 10.97 i CE RATE MAP No. 36103CO176 H f S \ _ /'/ �`�'. I ' FLOOD INSURANCE ry� ST, J BC ZONE AE: BASE FLOOD ELEVATIONS DETERMINED WOOD / 9 ZONE X: AREAS DETERMINED TO BE OUTSIDE THE R / %';- 0.2% ANNUAL CHANCE FLOODPLAIN. I AM k O P OP E i' - CERT. NO. P , %; / W O i i /;:r;; o FR T / y° % % ,, TC 10.4 D.W. ,�::, "�" 0.� ` ,. 1 3 W :.,':;, ,, , I PROJECT NAME 1 I I , ;SSBI B4 24 A H S s � � PROPOSED ALTERATIONS &ADDITIONS TO THE • p + MA TOB oV E W - ' OO I I NLEJ .ipk' POSED P RMEA PLA TFO O k I N �� I REMO E OR /: - R I G. DRIVEWAY' , M o ( �.;: 9. .,. -� . , . � � ; � GERACIII %i % RE IDEM E o I S C O 9 5 r,r / 1w' c:CItalc!Ccct� . f . a5 38. /� ,. ,w`' � / ;%`� .r/. � � gti4?:'gel-6 0. �F • I� i \� ' ` I \ r ,;;; `:„ I na fs' ,"n••,rt 1, sr FRONT YARD SETBACK '' - N SUFFOLK COUNTY TAX MAP# 1000-35-05-35 ° - ° ° � i \ 70Lr 600 SNUG HARBOR ROAD GREENPORT, NY 70 F- 1\O I NINO!! ter§tori' WSJS to --- ------- nv' I >- w REMOVED - z I Surte tr DRAWING TITLE \00.01ASPHALT! WALK - B _ W- - - W w W W _N Y . „ y \ LANDWARD O SET FROM MHW/ \ - PROPOSED }_� O 1 F - -- - w yL WATER \7 70 O tararzurt Cara npDrt TIDAL WETLANDS BOUNDARY Q o U w SITE PLAN E- CONC. SLAB ON U) m o PROPOSED METER I \� \ Tax Pot°n rv{.,I°r.' r000.s -s• r J 4 !gyp \ \ m GRASS BURIED LP TANK 0 Cn I ' S, \� \� M W ~ .1r_ 1 Pr°j°caDwriptiprj 'Re,S 0 � -�- R • \ \ ,O n �2 I GRADE(10.5) O j \ \2 O O I m i S UBDI VISION MAP OF O (n C C )7 C7 Z 1 J I tv1,i�s 4,Mf 4110 MRM 9 CLEAVES POINT 0 I o I I r . 5 56037 1 0 w SECTION THREE ' Z 1 TIDALAREA, PROPOSED GRADE ADJUSTMENT 1 8 5 • 0 0 J I I Omwnvwtocoarsvp'.1',tw DRAWN BY DRAWING NUMBER NON-BUILDABLE 110.8 AROUND WATER SIDE OF DWELLING TO FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY I � j , -.----.-^.� '*7�WATERLEVEL(0.8) pp BE ACHIEVED RESULlANTF FROM SANITARY ON JUNE 14, 1966 AS FILE No. 4650 I � -' , ,. EXCAVATION z I CHKD BY L 0 T 35 1 NntK, ,�n ,� gr ws DATE 10-m-mi' LOT 01.=10,-O" Q I ,.- A 0 U LATI DE=4 6 55.0 ", LO TUDE=--72-21 164 /)n 1 LL_ PROJ # 2 W I 17056 NOTE:THE TIDAL WETLANDS BOUNDARY IS EQUAL TO THE MEAN HIGH WATER ALL EXISTING INFORMATION TAKEN IS BASED ON SURVEY PREPARED O 1 Comments:` water enedGnow9,TfaPiaws.trtace MARK,AS DETERMINED BY EN-CONSULTANTS,4-11-18 BY NATHAN TAFT CORWIN LAND SURVEYOR DATED 9/12/17 o W SCALE AS NOTED 77 SURVEY OF LOT 36 MAP OF VAY 1 5 2018 CLEAVES POINT 6 SECTION No. 2 FILE No. 3521 FILED MARCH 3, 1962 SITUATE GREENPORT 01 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-35-05-35 SCALE 1 "=20' SEPTEMBER 12, 2017 3 AREA =17,350 sq. ff. o, 0.398 ac. o� M� CER TIFIED TO: ANTHONY GERACI ANGELA GERACI X L8 6Q`r0, NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ARE SHOWN THUS: C� �� SSE 6y app F��y� noo EXISTING CONTOURNLINES ARE SHOWN THUS: — —FLOOR — o• yo n " G.FL.- rA GE FLOOR 0�� 1i0y .�e'� 4 �'aC� TIN TOP OF W BB - BOTTOM OF BULKHEAD S``(`y;��'G��O�� PS / a e• ��' BW - BOTTOM OFLWALL 01 / \�• X o � s X 10.5 �y / X 9.9 t 10.3 Z 1.4 6.5 ..2�y 9 n ; \O 'o � Oa � / t o•, O. ?� j.,�� a �.Oce CJ 'n �0 x X1y1 . .4 r� Q`Q a. n / 1-0 10.1 \ AGF 5 / OP GF r. 'y0 an o a $ PSE a Og / 1 ti 4.<� �• / G� ati ,� \ ` /1\ \,t�ooQ C �. . 10.5 / yoy o�� :10 X-...1 \ 6% \ i� of '0 9% B \ % <11 X 10.2 ��• �� r�� �Oo 30gym. L �• X-&l �yo 10.5 waoo �J v 3.8\ \ \ X7.4 J 20 y PREPARED IN ACCORDANCE WITH THE MINIMUM ��A e \ \ \ ti \ \ % r� STANDARDS THAFOS. AND APPROVED R TITLE AAND ADOPTED D * Z; °o \ \ FOR SUCH USE BY THE NEW YORK STATE LAND ��� o TITLE ASSOCIATION. -^^ Vim` ' �.. a O r0 X 9 Z t 6.7 ✓ r..ei�M �r�� oov 4 a 4 e X \ �) "%1 'r• �V S. Lic. No. 50467 \ \ UNAUTHORIZED ALTERATION OR ADDITION P�NOoR \ \ TO THIS SURVEY IS A VIOLATION OF cw � SECTION 7209 OF THE NEW YORK STATE O EDUCATION LAW. Nathan Taft Corwin iii V� COPIES OF THIS SURVEY MAP NOT BEARING �J ; 1 �p THE LAND SURVEYOR'S INKED SEAL OR S �1 EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor •�J Yp�Z e�1 TO BE A VALID TRUE COPY. I Gr CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY yN Successor To: Stanley J. Isaksen, Jr. L.S. ar TITLE COMPANY, GOVERNMENTAL{AGENCYAND ` LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. TiSurveys Title Se s — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 37-242