Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1000-119.-1-16
OFFICE LOCATION: ���*®f S® y®l® MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G ® Telephone: 631765-1938 Southold, NY 11971 cou 11,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: August 15, 2017 Re: Local Waterfront Revitalization Program Coastal Consistency Review MICHAEL & MARY HEAGERTY SCTM# 1000-119-1-16 Samuels & Steelman Architects on behalf of MICHAEL & MARY HEAGERTY request a Wetland Permit to renovate existing two-story dwelling with a 1,564sq.ft. footprint, including opening existing 250sq.ft. covered porch, re-siding, re-roofing, new windows; new 154sq.ft. wood entry stairs to dwelling; install gutters to leaders to drywells on the dwelling to contain storm water runoff re-align gravel driveway; new sanitary system with retaining walls to be installed landward of Trustee jurisdiction; removal of 2,346sq.ft. of existing wooden walkways; proposed at-grade 389sq.ft. stone terrace; proposed stepping stone paths to be installed; remove a 168sq.ft. portion of existing deck at top edge of slope with 201 sq.ft. of deck to remain; remove a 300sq.ft. portion of existing deck on the beach with 295sq.ft. of deck to remain; construct 25sq.ft. of stairs from deck to beach; remove the shower from the existing 93sq.ft. beach cabana to remain; re-side and re-roof cabana; existing ±3'x75' stairs down slope to beach to remain and be repaired as needed; and to remove the existing 169sq.ft. gazebo, not to be replaced. Located: 10550 Nassau Point Road, Cutchogue. SCTM# 1000-119-1-16 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 proposal to... renovate existing two-story dwelling with a 1,564sq.ft. footprint, including opening existing 250sq.ft. covered porch, re-siding, re-roofing, new windows; new 154sq.ft.wood entry stairs to dwelling; install gutters to leaders to drywells on the dwelling to contain storm water runoff re- align gravel driveway; new sanitary system with retaining walls to be installed landward of Trustee jurisdiction; removal of 2,346sq.ft. of existing wooden walkways; proposed at-grade 389sq.ft. stone terrace; proposed stepping stone paths to be installed; remove a 168sq.ft. portion of existing deck at top edge of slope with 201sq.ft. of deck to remain; remove a 300sq.ft. portion of existing deck on the beach, remove the shower, existing ±3'x75' stairs down slope to beach to remain and be repaired as needed; and to remove the existing 169sq.ft. gazebo, not to be replaced is CONSISTENT with the LWRP The proposal to retain the AS BUILT - 295 sq. ft. deck and Cabana on the beach is INCONSISTENT with the below listed Policy Standards and therefore is INCONSISTENT with LWRP. 4.1 Minimize losses of human life and structures from flooding and erosion hazards. The following management measures to minimize losses of human life and structures from flooding and erosion hazards are suggested. A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. The deck and Cabana are located within the FEMA flood zone VE 13 (Velocity Hazard) and are subject to loss during storm events due to wave action. Currently, the deck and Cabana floor elevation is 9.4'. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The structures were constructed without Board of Trustee review or a Wetlands Permit. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. t� i - i HEAGERTY RESIDENCE, 10550 Nassau Point Rd 5/8/17, 2:58 pm, View Northwest y HEAGERTY RESIDENCE, 10550 Nassau Point Rd 5/8/17, 2.58 pm, View Southeast r r f;pP +trm+.n.—...rw...�-w+rt+ryR._ ...at'<a4�gIY.LSC`^�'�....3'!tr!'.1�'—.�l�kFe+. .�- -• PM .-..-.....�.....r..-..�.-........-�em�+..,�s....-.. _-�.—�..-.�••-�.�.r.-.w.. .- ...,s s.,.......o� -.� 1�i_s ..w��.....�...`il. ...._ Ai 1�� PointHEAGERTY RESIDENCE, 10550 Nassau • i pm, View Southwest r HEAGERTY RESIDENCE, 10550 Nassau -r ' I 1 Point • i pm, View • s � N a�1 o I , LITTLE I ' t PECONIC 8'j tax 37A(c) 0 t I as 141 I S l ,baa q enr I s I \oy J 0 I � I \ I I I � 1 I I � l i IL "°^b""""' ""° '" "' '—_--- °"°"" --`�'-- "�"'°'"' --"-- ' NOTICE „fl"GNryW COUNTY OF SUFFOLK © K tte cs SOUTHOW SECTION NO G Ztl Real Property Tax Se-CAgency Y E . M-= .sr ,," ot,nEcoenMeeme'.w.emma.nrnso, 119 NDw.a la r Ott inla,a ttu •^ —__— amort.. --.-- a"vw--ver-- Ewr P wcix01000x. _ I PROPERTYMAP cawvEmaxwiEpm mn - � - - - '-UOMCSlicvlolence�Hcthne (800)799-7233 1 -77_ 0 EC '' VE Town of Southold AUG ® 7 2017 LWRP CONSISTENCY ASSESSMENT FORM Southold Town Planning Board A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This 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. t 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 Town). 3. 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# 119 - 01 - 16 r® PROJECT NAME HEAGERTY RESIDENCE The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Q 1. 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: X❑ Nature and extent of action: Renovations to a single family residence,new sanitary system,and drywells. Location of action: 10550 Nassau Point Road,Cutchogue,NY Site acreage: 30,507 sf= .700 ac Present land use: single family residence 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: Michael and Mary Heagerty (b) Mailing address: 317 Vineyard Road, Huntington Bay, NY 11743 (c) Telephone number: Area Code (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes IX-3 No❑ If yes,which state or federal agency? NYS DEC 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 IIT—Policies;Page 2 for evaluation criteria. [:]Yes ❑ No ❑X 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 0 Yes 0 No E Not Applicable There are no historic or archeological structures on property. 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 Q Yes ❑ No ❑ Not Applicable Building structure is in keeping in style and scale of neighboring structures. 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 S through 16 for evaluation criteria ❑ Yes ❑ No a Not Applicable Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of,Southold® See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Not Applicable Yes 1:1 No 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. ❑ ❑ ❑X not applicable Yes No Not Applicable No development will take place in the"protected" or"natural indiginous environment". 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. X❑ Yes ,Q No❑ Not Applicable The development will not add pollutants into the air. 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 0 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. ❑ YeJ-1 No 0 Not Applicable No public land involved. Littoral access unimpeded. 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. ❑ Yes ❑ No 0 Not Applicable There are no public or commercial activities or uses on site. Historically this property and neighboring properties are residential in use and will remain residential. Attach additional sheets if necessary Policy 11. 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. 0 Yes ❑ No ❑ Not Applicable ` This project will protect and preserve the living marine resources by maintaining all rainwater discharge on site. 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 0 Not Applicable There are no agricultural lands on site. 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. 0 Yes ❑ No ❑ Not Applicable The construction will be using equipment approved by the Federal government for energy usage. The project will meet Federal standards for conserving energy "energy Star Program". PREPARED BY Tom Samuels. TITLE Architect DATE_, Z/ 'J HEAGERTY RESIDENCE 10550 Nassau Point Road, Cutchogue, NY 11935 SCTM# 1000-119-01-16 PROJECT DESCRIPTION Renovations to existing residence with footprint of 1,564 sq. ft., including opening existing covered porch of 250 -sq. ft., re-siding, re-roofing, new windows and interior renovations, removal of existing wooden walkways totaling 2,346 sq. ft., removal of portion of existing deck at edge of slope totaling 95 sq. ft., removal of portion of existing deck at beach totaling 289 sq. ft., new stair to remaining portion deck at beach, removal of shower in existing cabana, re-siding and re-roofing existing cabana, repair of existing wood shairs down slope to beach, removal of existing gazebo totaling 169 sq. ft., constructing new wood entry stairs totaling 154 sq. ft., re-aligning gravel driveway, new sanitary system per Suffolk County Department of Health Services, new stone terrace at grade totaling 389 sq. ft., new stepping stone paths,,new drywells to collect storm water runoff. REVISIONS ti It IA 'i(VI'7 DECK45TAIR5 7/11/17 NOTES SCTM # 1000-119-01-16 PROPERTY: 10550 NASSAU POINT ROAD ADDRESS CUTCHOGUE, NY 11935 OWNER: MARY & MICHAEL HEAGERTY 317 VINEYARD ROAD TOP OF SLOPE HUNTINGTON BAY, NY 11743 EXI5TING ENCLOSED PORCH TO PROPOSED NEW SEPTIC SYSTEM SITE: 30,507 sf = 0.700 ac REMAIN. REMOVE EXISTING FOR A 6 BEDROOM RESIDENCE ZONING: R-40 WINDOWS 4 DOORS FOR A - 1500 GAL SEPTIC TANK (5T) SURVEYOR: NATHAN TAFT CORWIN III UNENGL05ED COVERED PORCH - CLEANOUT PO BOX 17 - (2) 8' DIA x 8' HIGH LEACHING POOL (LP) JAMESPORT, NY 11947 >- REMOVE PORTION NEW EXISTING W NEW RETAININGALL LICENSE # 50467 AC OF EXISTING PLANTINGHIGH LEACHING POOL (EXP)S: DECK TO BE - FUTURE LOCATION FOR (I) ) DIA x 8' FOR SEPTIC SYSTEM DATED: 7/9/08 DECK BEACH ROSE RENOVATED 3/6/17 ADD TOPOGRAPHICAL SURVEY W 32 ELEVATIONS ARE REFERENCED 3 4 6 10 14 16 18 20 22 24 26 28 30 32 32 34 34 TO N.A.V.D. 1988 DATUM ♦^ 112 1 EXISTING FLAG POLE. I ABOVE GROUND v ' REMOVE DECK_ _ PROPANE TANK 36 351 .62 O N 54 f I / r - - 38 \ W = 43 0 E � � � - - - - - - - - - - - - - - - - �- I - -- -- - - / EXISTING NEW 5TEPP I NG STONE WALKW1� - �- - +32.5 �\ % \ \` //' /' I DECK ❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ 6 ❑❑❑ \ ---- - - --- — -- / i // _I I — - - - - - - - - - - - - X — g❑ +32.0 �O V I / I \ ; \% ^ ❑ 12.0' 8.3' 28.6 I ,` '' \ / \ \\ ' - F _ ji6 I ❑ \- _ CPQ Lqj / REMOVE PORTION '' ` ` %/ ` � I` \� � N 4 ❑ 11' ❑ OF EXISTING DECK . \ }\ I - _O F- r ` .. ... � � � — - - �- _ --- - - - - - - - - - - .- - —� � - - -� - - - — 3.0+ - - - - EXISTING - - - ,� - - - I �!o, I TER r C _ EX 15T I NO 2 STORY I ❑ � _ � 141_��' / D��T�R5TtN�i / in I G� B �T _ 32.5+GR,MVEL WALK 30--- RETAINING WALL - _ RE: m NE TEPP I NG TONE r _ OSE:D INTERIOR 51 DEAN 0 \ / WAY �._ ❑ + 32.2 m W/ F"'ROP m � ``�� I� EXISTIN LK EXISTING BLUESTONE G . \ I,_ \ /� I � ' -- RENOVATIONS �� IOC ./ _ ❑❑❑❑ ❑❑❑❑❑ XIST(NG I EXPO GRAVEL PARKING DECK' T �� / - J AREA. O DE REMAIN 8�._1O '\ / 34 32 8 L F > o. / O m ' - ► TEMPORARY STORM WATER RUNOFF %\ ca.i'L. �4.=4 328r EXISTING 51�-IED_(ON_ _ _ \ i cj2 - _ _ _ CONTROL MEASURE: PROPOSED SILT Q _ 3115 32 FENCE DURING CONSTRUCTION\ STORY, a2 SF) & NEW + +31. I --___ �:L �_ 32 r^ ROOF, 51 D I NG AND , AINDOW5 - REMOVE ' �. EXISTING _ +28.0 __ 30.5+ INTERIOR SHOWER IF - I- w --` 28 ENTRY _ 30 - / z `� E T I G S O E W /� _ 0 - _ _ NEW RETAINING // 1 TEST HOLE / ❑❑❑ ❑ ❑❑❑❑ PUR01 _ I - _ WALL FOR O \ , 140 O -- /- -- - - 2 - 251-411 �/ �� / ` _ � _. I 8 --S�PTI�,�M I _ \ T / 1 / / j ; \� REMOVE EXISTING +2'i 8 / O 'C v \ \ / �\ �31. + 11.6' +24.3 — a � I DECK 1.5 +23.5 NEW / / / / \ \ L O Z NEW WOOD 42' �� Q I \ ' ` / I / \ DW A ENTRY�\ AIRS \/ EXISTING RETAINING WALL o STAIRS o Z \ / \ / `� / % I /� /� �� 30 v— I / ---2 \ EXISTING \ 30 6x6 �� I DW A // UNDERGROUNM NEW PL,AN,TINGS \_ _ �� I 6x6 % \ / WATER LINE E>CISTING PUBLIC \ ;/ \ / //BEACH RO5E/ �� :z�.8;: 1^I S / �/ �/ \� r � ��. � / � W,ATER METER r. /\� _ i '` ";' / BLUESTONE i \ w / ' ' fTl\ \ \ X / \� \ �-__- -_- , - // - GRAVEL \� X - -p , Z O \ _ - I DRIVEWAY I Q ''�� '114 6 2 :5 I DRI VEWAY1 ENTRY Ile 28 0 � � / L/ `\ / � � / � �� / /�:•�_ �--\/ \ /� / �,�� �` �., i �f Z y EXISTING r , EXISTING BEACH / /�,.� PE M NE TOR WATER \. grcgs � NEW EN}fRY / f- / % \ �` \ / I POLE // Y STAIRS, DECK i \ / \o / _.f. , \ STAIRS AND z / NOFF CONTR L�IEA% E(D " \ / '-'-' AND LAND I NG5 '` � I ,/` -° � �` � '� - BETA I N IVIG � < /" \ I / / o NEW U/NDERGIZOUND DRYINELL5 / ;%� /'\ I I / I \ APPROVED BY w W Z x LAND I NG5 TO J \ / \ / i WALL5 - W a n \� FO RAINWATER RUNOFF F OM \ \ / I _ �- REMAIN \ / - GRS T THE GIL IN \'_` -- 1- BOARD OF TRUSTEES UJ- V)/ , Q \ //// LP V \ Q N Vr tT �a ` TRUGTURE \ / --�! \/ \� I EXISTING 6 TOWN OF SOUTHOLD w• N ° M Z EXISTIN B \ \ \ i�, /- % !\ / \ �\ \ `�I ABOVE GROUND `G m / \ TEMPORARY NORM WATER RUNOFF° \ / D B UTILITY LINE DATE' iST-lry Zo Q F-• u ' + w / \ L;&,�,D I N SET K\AND / \ , ` CONTROL MEASURE: PROPOSED SILT/"\ I EXI STING \ \ \/ %�r FE CE VU51NG CONSTRUCTION \ \% \ 1 X8 / ► < i ;" REMAIN \ '� R /\ /` o UTILITY�0� \, / �� % ., \ POLE W \/ �, / \ \ 24 t, \\ \ � � % \\ / 1�'\` /OF NON \\ \\ � RIVEWAY D � �.' RSA \ \ ENTRY EXISTING TEMPORARY STORM WATER RUNOFF TU NGS � / ,\ WATER . Q CONTROL MEASURE: PROPOSED SILT VALVES FENCE DURING CONSTRUCTION of NEW y 22 Pkv o,Q DR A GE CALCULATIONS s�• SgM A A OF RESIDENCE (DW-A) �N DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DA-A) 2,060 5F x (2/12 FT.) x 1.0 = 343.4 GU. FT. 20 U5E: (3) 6' DIAMETER x 6' HIGH POOL (3) 6' X 6' STORM DRAIN RING = 402 GU. FT. M / \ , \ � PROVIDED REQUIRED ` 402 GU. FT. > 343.4 GU. FT. PROJECT NO: �\ pA 1703 0.00, �— EDGE GF 18 AREA OF RESIDENCE (DW-13) DRAWN BY: -- �— R=60 DRY WELL AREA x RAINFALL x RUNOFF FACTOR UT 1 4 10 TOP OF SLOPE \ (DN-5) 2,c135 5F x (2/12 FT.) x 0.'7 = 342.4 GU. FT. 16 PERMANENT STORM WATER USE: (2) & DIAMETER x 5' HIGH POOL CHECKED BY: RUNOFF CONTROL MEASURE (DW): LOCATIO'N' MAP (2) 5' X 5' STORM DRAIN RING = 402 CU. FT. TS NEW UNDERGROUND DRYWELL5 PROVIDED REQUIRED DATE: FOR RAINWATER RUNOFF FROM '/�'' %'� ���' 422.4 GU. FT. > 342.4 GU. FT. SCALE: 6/22/17 THE DRIVEWAY SURFACE13 14 ' \ %' SHEET TITLE: TESTHOLE 1 ;i//i,- �/ con R ;%i' /,%/���, /,, a %%: " , /, a N SITE O SCALE BY McDONALD GEOSCIENCE ENLARGEMENT TEST HOLE DATA 5/3/17 ELEV. 27.1 PLAN /per �1 /''% ' "' 1.0 FT. BROWN SILTY SAND V 15- r//� ,/�/; / �'/ ;�;�% SM JUL 17 2017 Vii;/IN/, / %, - SH,.\/iii ;/ ; . i' 'aT" PALE BROWN FINE SAND SP Southc, own Board of Trustees COMMENTS: NO WATER ENCOUNTERED SCALE: 1 " = 1 '- von", / ,/ AGENCY APPROVALS 3 4 6 8101214 3 4 6 1 ® ► � I I t � I , � 12 14 UJ I I I , I i ► ► � i I � I I I I I ► � � I I I I I I I I I I l i I ► � I , l ► , 11 � I , I I , I I � ► i I , I I I � I I I I I I I S I I ► ► I I I I I I I I 00 I I I ; I ► ; > I I I I I I w I i I I I ► i i i i I Z I ► // � I I I I � I I ► / / I I I .. I / I I I ► / �� I I 141-8y2 I 12-by2 / I I W ► I / / I I ► � I � O' I I EXISTING 4x4 TR. WD. PO TS I I = / I I TO REMAIN, SUPPORTING/ I OVERHEAD TRELLIS I V EXISTING RAILIN6 I D --- - ---- - -- -- ---- - ----- --- --- -- - - -- - - -1 --- - - - -- _ _ i I I I (2)2x8 TR. WD. BEAM I I" I I I I I I Z_ LINE OF EXISTING(DECK TO I I I IIXISTING 2x824" TR. WD. . I ISTREMAIN ABOVE 1 S I I I I II \ / I O�� I gyp. n. PROVIDE NEW TRI EXI5TIN& 4x4 TR. IWC. POST (TYP)--- ► I I I I I I RAILING ALONG OPENI �1` I I I I I I I I I I EDGE, TO MATCH (EXISTING ► I I I ► I I cl) EXISTING;2x6 WD. DECKING II LLJ co ► I i I Q TO REMAIN. RE LAGS NOT MORE: w l I I I THAN !10% W/NE DECKING I I Z O I I I I BOARDS '� I II I�—LINE ABOVE OF E� ISTINGIE—LINE ABOVE OF E�CISTING I I I I I DECKING, PRAMINc�, POSTS 4 I � ► II I I I I I DECKING, FRAMING, POSTS itD GK ELEV I I STAIRS TO BE RE OVED I I I STAIRS TO BE RE OVER \ I � � \T� � I N I I - I I —1i I I X I T EXISTING 6x6 TRI I I I w ► I I WC. PO5TS TO I I EXISTING REM�41N -------- - I L -- -- -- -- - —}-— — I I IX2x81-24° — I- — — I I ad Z ABOVIE I®w \ I / w EX15 INC RETAINING ;MAIN. NG NON-HA�ITABLE ACCESSORY SHED I WALK, APPROX. 2 I I _ N ¢• N —— — i I HIGH FORMED OFI _ _ ��-•� � TO REM VE EXISTING SIDING AND ROO INC, AND RI�PLACE w/NEW CEDAR * STAG ED 2x10 TR WD. o ► I I/ I r SHIN LES AND A PHALT ROOF J �' � r -- -- I � // BOA S TO REMAN r --- o 0 ► — - - I I EXI5TA& W J• W Z 3 x I�K SH��DI F � I � L _ I � � W � ABOVE y0 K I -- +cf • D W T- T I -� I I I x REM AIi�I x I r I FLOOR ELEV. I c a � o v i I T 1 N N I I— I I I C W. N 2 M I I I I ► I N \I � I I I I I I I I � M NEW 2x4 TR. WD. I I I I j I / I' 111 I I I I I I I I 1 cn cn STAIR RAILING I - - 1 I I L X/ 1\w 1 I I ILL -.-I- -- 1 I I :2x22 T .RW ARTS EARSvi/OI I I I I 1 1 I I I 1 1 I I NEW STAIR5 PROM lDEGK TO — —— 2x12 TR.SE WD. GUT BEACH, FRAMED vi42x12 TR. WD. — ► ► 1 1 I I I 1 1 I STRINGER GUT STRINGERS ANP 2x12 TREADS �P c'co __ _ 'j_ .I O 4x4 TR. WD. POST, TO NEW (2) 4x4 TR. WTD. P05T5 I 1 I I ( 1 I 56 BELOW GRADE , I41-o 00, I �'-5" 6'-5" I 1 I I I I ► 1 I I PROJECT NO: sk A F- AI I II I I I I ► I I NEW TR. WC. STAY S TO GRADE IN NEW I I I I I 1703 LOCATION, wDRAWN BY: �'�\ � /\ \ I I /RAILINGS BOTH SIDES I I \ \ \ \ \ \ \ .\ \\, \ \ \ I I ` �� \ ,\i '\i;.j %\�j TS �\ x���� \' \ \ �\; \// \/\ \ �\��\ I I i I I I I I I CHECKED BY: /,` /'\ \%i yj. i \ I I I I I I DATE: 5/17/17 I I SCALE: II I I I I I I I 1/4" = 1' - p.. I I I I I I I I I I I SHEET TITLE: a Tpok, I mlm I C)" N I I I I 1 I I I I I I I I I i � SCALE: 1/2" = 1' -0" I I ' I I I I I I BEACH ► ' i I ► ► ' I I SHED I REJ >� F 51 ,pSHEET NO: L' U u Im L.OAT1001 N P L A I'm' IF L uAm& 00" rroxw mrft L Am INE ILu iSCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" 1 7 2017Aollili a ' Tra sae M Guy WIRE ' a M SURVEY OF LOT 83 AMENDED MAP A OF NASSAU POINT FILE No. 156 FILED AUGUST 16, 1922 SITUATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ����' ,��, �P�.• : �/ \ S.C. TAX No. 1000- 119-01 - 16 SCALE 1 "=20' x JULY 289 2008 MARCH 6, 2017 ADD TOPOGRAPHICAL SURVEY y � 1 gyp WOOD TIE W�s 6 XG.$ / :X ¢, .: :' �' I A sy WALL O o� � � STEPS •;, r°2 I AREA = 30.507 sq. ft. (TO TIE LINE) 0.700 ac. 35� ° ��.. .', :•: . m :::`� .� \? xIN- / /'S0 / •' •• ;• ,y P.G. ° fid'• � 30.7 i/ � y1P� ._ ••1. ' .. '� � \ ��R 0 �F' y • ... X 46 g , \ "p` Xna p 'o. �o � �� 25 �� ( �].4 g.Yi �° '•s. 'l�� o°F� -''•• 24.7 \36\ • ' •• �� 10, 0 a \ \ \ \ X� 0 S . \ . / A , NTE Q \ FY G G �,i $ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM V o \ EXISTING ELEVATIONS ARE SHOWN THUS:AU �°°� •�' >r �\\ \ \ \ ` '$ c l 31.0 _ G d 34.0 q(��`y� \? EXISTING CONTOUR LINES ARE SHOWN THUS: — — —XX— — — 30.5 CV '. /: �� \ G.FL— MODE FLOaR R 2. FLOOD ZONE INFORMATION TAKEN FROM: \\ \ \\ \\\ °�c / \ \ _ / // X e . \�? FLOOD INSURANCE RATE MAP No. 36103CO502 H do 36103CO506 H jam / / ZONE VE: BASE FLOOD ELEVCOASTAL FLOOD VA NSLDETERMIHNED (WAVE ACTION: / ( S/ /� \ ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. \ \ X \\`J EBO UJ IN, o / / / / 1216 0k '\\\� , \\ \\ / / / / / IF\ J $, \ 4oF / / \ \ ( PREPARED IN ACCORDANCE WITH THE MINIMUM \ \ \�\ _ / / / / L �_,------- --—�I STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE AND APPROVED FOR SUCHI USE BY THE NEW YYORKJSTATEOPTED LAND 00 \\ \ \ \ _ / / / I i' t� TITLE ASSOCIATION. �y x\ JUN 22 2017 py to \\ \\ / / / °Q \is Southold town x c\ \ \ \\ \\\\ \\ \\ -62 O If-OP \ N.Y.S. Lic. No. 50467 \f ' q � ��OO \ x UNAUTHORIZED S A�VIOLATION ADDITION OF Nathan Taft Cor SECTION 7209 OF THE NEW YORK STATE \ \ c e EDUCATION LAW. Land Su r v e \ /o r COPIES OF THIS SURVEY MAP NOT BEARING y \ THE LAND SURVEYOR'S INKED SEAL OR J RIM 12,2 EMBOSSED SEAL SHALL NOT BE CONSIDERED lop, \ \ 40k RIM J20 TO BE A VAUD TRUE COPY. X05 V. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE c� O TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout �ys, TO LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fax (631)727-1727 ASSIGNEES OF THE ur TUTIONE CERTIFICATIONS ICATIONS ARE NO TRANSFERABLE.FFERABLE THE EXISTENCE OF RIGHT OF WAYS 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