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Home My WebLink About1000-71.-1-7 OFFICE LOCATION: +4i�,r MAILING ADDRESS: Town Hall Annex = ''= P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 3, 2025 Re: LWRP Coastal Consistency Review for AMBER MORIARTY & PATRICK COURTNEY SCTM# 1000-71.-1-7 AMP Architecture on behalf of AMBER MORIARTY & PATRICK COURTNEY requests a Wetland Permit for the existing 1,945 sq. ft. one-story dwelling with 32sq.ft. front covered porch and attached garage; remove existing 610sq.ft. rear wood deck, 1,134sq.ft. rear at- grade patio and traditional sanitary system in rear yard; construct a 51.1 sq.ft. rear deck with 436sq.ft. raised pool with 10" coping; pool enclosure fencing with locking gates to be installed around pool and deck; construct a rear 10.3'x10.2', 20'x20' (505sq.ft.) screened-in porch; construct a 10'x43' rear wood deck (at first floor level); install a 350sq.ft. at-grade stone patio under rear wood deck; construct a 6'x11.1' half bath and shower against seaward side of dwelling; install a ±16' long by 2' high retaining wall along west side of dwelling; remove existing east side retaining wall and construct new ±14.6' long by 2.3' high retaining wall in-place; install an I/A OWTS on landward side of dwelling; install drywells in rear yard for new structures; approximately 84 cubic yards of fill to be excavated for proposed work, backfill pool/deck area and ±4 cubic yards used for grade fill with all excess fill to be removed from site. Located: 695 North Parish Drive, Southold. SCTM# 1000-71.-1-7 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 LWRP. 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: Honorable Lori Hulse, Attorney MFECKHOWMID Town of Southold LWRP CONSISTENCY ASSESSMENT FORM JUN 0 3 2025SOUTHOLD 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. 2. Before answering the questions in Section C, the preparer of this form should review a exempt minor action list, policies and explanations of each policy contained in the Town7to outhold Local Waterfront Revitalization Program. A proposed action will be evaluated aits slaificant beneficial and adverse effects upon the coastal area which includes all of Sout ld Town). 3. If any question in Section C on this form is answered "yes" or "no", n the proposed action will affect the achievement of the LWRP policy standards and conditio contained in the consistency review law. Thus each answer must be explained in detail li in both su ortin and non- supporting facts. If an action cannot be certified as consistent th the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places- nline at the Town of Southold's website (southoldtown.northfork.netT;.the Board of Tr ees Office, the Planning Department, all local libraries and the Town Clerk's oke. ESCRIPTION OF SITE AND PROPOSED�ACTIO B. D , SCTM# 71 _01 _07 PROJECT NAME Moriarty & Courtney Residence The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board Building Dept. ❑ Board of Trustees ❑✓ 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: ❑✓ Nature and extent of action: Please see attached Location of action: 695 N. Parish Drive, Southold _ Site acreage: 0.6 Present land use: Single Family Reisdential Present zoning classification: R-40 Non-Conforming 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: AMP Architecture (b) Mailing address: PO Box 152, Mattituck (c) Telephone number: 631 603 9092 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 ❑ No ❑ Not Applicable The proposed work is setback over 150' from the Tidal Wetlands and in place of current structures at the site that have a valid Certificate of Occupancy Attacks additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the 'Town of Southold. See LN8 RP 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 ❑ No ❑ Not Applicable The proposed work is consistent with the already built structures at the property and neig oring properties Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LAP Section III— Policies Pages S through 16 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable All proposed work will be consistent with the Town stormwater management standards, all new impervious surfaces will be connected to drywells 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 ZNot Applicable 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. P1 Yes ❑No ❑ Not Applicable All proposed work is landward of all beach areas and vegetation. 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 WI 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. Z Yes ❑ No ❑ Not Applicable The existing traditional septic system in the rear yard will be removed as per SCHD standards. A new IA OWTS is proposed to be placed in the front yard further away from the Wetlands. 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. ❑ Ye❑ No 0 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. ❑yes ❑ No W Not Applicable 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. ❑Yes ❑ No 0 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. 0Yes ❑ No Fv� Not Applicable PREPARED BY AMP Arc hitecture TITLE Architect DATE 312� Zs LY« R71f �t F�tr k:` C � rN z1M}ti Y N r �1 Ay t ILI i ME Iry anti�r`+x•ary.�]y o i_ '� M•: Y '� �i ^� f,'��y�;�r 4 Cyr'..�4. Vie, x r=�; 1'- ,,.rt c.4�, a �f, •_r.r� � � is �',1r-^ '' �- Y_ '�,,,�� + �' ,� eb- _•.'R�`�'f��{yam,' - 4 Of r wjr • : „� :ram v ME i �, r L a TiM- 1� PHOTO#7 PHOTO#8 - u PHOTO#9 PHOTO#10 MORIARTY RESIDENCE 695 N. PARISH DRIVE SOUTHOLD, N.Y. 11971 SCTM#1000-71-01-07 AGENT: AMP ARCHITECTURE ALL PHOTOS TAKEN: MAY 22, 2024 WSFATP SOUTHOLD BAY A 3 21 1. 3A(.)/ EE 1. L NOTICE T- SOUTHOLD SECTION NO COUNTY OF SUFFOLK @ G Real Property Tax Service Agency Y E . 071 m an rmc,.w SDU)T�H�OI.D TOWN°t GODE2b0 124, .`. a ` AREA % LOT - DESGRIPTION(FOOTPRINT) COVERAGE TOTAL LOT AREA 2l 85q S.F. TOTAL BUILDABLE AREA LANDWARD Ig351 S.F. - \ a OF BEACH LIMITS I,g45 S.F. 10.05% - ---._._ -- ----------- EXISTING DWELLING ----- ----- `'- _ EXISTING FRONT COVERED PORCH 32 S.F. O.I-i% PROPOSED REAR WOOD DECK(® 2.22% FIRST FLOOR LEVEL) 430 S.F. is i; PROPOSED SCREENED-IN PORCH 505 S.F. 2.61% i i PROPOSED POOL & WOOD DECK q60 S.F. 4.q6% TOTAL AREA OF ALL STRUCTURES 5,612 S.F. 20.00% i MAXIMUM LOT COVERAGE ALLOWED: 20% J sr 8 #.4- _- �._. # -� r-g ❑ PHOTO.#1 SOUTHOLD E3 AY — — - ` d . PHOTO R ¢ d i SOALEt NT5- z 1 \'� 1113 PROJECT / ZONING°DATA-c- M �s? TIE LINE ALONG APPROX. -"" I O TAX MAP # ., 1000-11-OI-Ol HIGH WATER MARK I \ 1 In LOCATED ON O-I/02/2024. I _ ZONING DISTRICT R- 40 /NG \ O HIGH WATER MARK IS `r COINCIDENT WITH THE TIDAL 1 1 \� LOT AREA o.6 ACRES `-EL=4'I WETLAND BOUNDARY I \ Co?o - MAIN DWELLING #ZI'q 08/14/64 I 1 I \ I _ \ GofO - DECK 8 ADDITION #ZI18g0,04/2l/8q LANDWARD LIMIT OF r"" EXISTING BEACH BEACH AS� _ GRASS S SOME BRUSH i FEMA FLOOD ZONE - PROPOSED X DETERMINED BY _ WORK SOUTHOLD BOARD OF I ' EL=6`I SOUTHOLD TOWN WETLANDS PENDING CT TRUSTEES \ �. IZONE VE DEC DI STRICT 10/22/24 - NON-JURISDICTION 02/05/2025 _ - - = - -- - -1- (EL 8) - - - - - - - �-_ SUFFOLK COUNTY HEALTH R 24 1265 OCl/21/24 EL.=a• DEPARTMENT 50 SETBACK I pRAINAGE'GALGIJI=CATIONS f" �_ •`.'i . FROM LANDWARD -----------_ 8 I � _::._.... ,.z,�;.,:,-•� .k. - I --, -9? NEW IMPERVIOUS SURFACE AREA; LIMIT OF BEACH IEL. I i+ PROPOSED POOL DECK,POOL,REAR WOOD 1,0105 S.F. LIMITS OF CLEARING, I DECK b SCREENED-INVOLUME RE PORCH ZONE X (0.2% j'�0 STORAGE VOLUME REQUIRED 511.5 G.F. GRADING AND ANNUAL CHANCE �I I (2" RAINFALL EVENT x ROOF COVERAGE) GROUND FLOOD HAZARD),-' m 5TORAGE PROVIDED PER VERTICAL FOOT 42.2 G.F. DISTURBANCE I _ j n 91 OF 5'm DRYWELL DEPTH EXISTING EXISTING /_twI TOTAL DRYWELL DEPTH REQUIRED l,5 FT. APPROX. 81 CUBIC SAND BEACH I (VOL. REQ'.D /VOL. PROV.PER FT DEPTH) YARDS OF EARTH GRASS 10', PROVIDE(2) 5',P x 4 DEEP DRYWELL5 TO BE REMOVED -O - FOR PROP. POOL -/- ---1 EDGE OF DRAINAGE SYSTEM INSTALLATION NOTES: _ EX15TINO LAWN A MINIMUM 10'5EPARATION 15 REQUIRED PROPOSED WOOD f--EXISTING TREE BETWEEN DRYWELL5 b WATER SERVICE LINE,UNDERGROUND UTILITY LINES,SEPTIC DECK WITH 1 - TO REMAIN COMPONENTS,LEACHING FIELDS,SEWER IN-GROUND POOL COMPONENTS,OTHER DRYWELL5,AND THE EXIST. SEPTIC EDGE OF ALL FOUNDATION WALLS 100' SETBACK 16.8' \ _ _ % p I o '' SYSTEM TO BE A MINIMUM 5'SEPARATION 15 REQUIRED FROM LANDWARD I �' ��\ I II - REMOVED BETWEEN DRYWELLS 3 PROPERTY LINES I EL.=H' ' � J _ _ PROP. A MINIMUM 20'SEPARATION IS REQUIRED LIMIT OF BEACH • BETWEEN DRYWELL5 AND BURIED PROPANE SOUTHOLD TOWN DRYWELL5 FUEL TANKS. I - - \ _ I A MINIMUM 2'VERTICAL SEPARATION IS TRUSTEES PIER LINE 1 \ - TEST HOLE REQUIRED BETWEEN THE BOTTOM OF LOCATION DRYWELL5 d THE HIOHE5T EXPECTED PROPOSED I' - ' - GROUNDWATER ELEVATION. RETAINING WALL - - I` -c _I2 EXISTING DECK TO CONNECT ALL GUTTER LEADERS TO 16.8' _ BE REMOVED NEAREST DRYWELL r -I I 20.4--1 PROP05ED RETAINING PROPOSED 1-' SCREENED-IN PORCH L WALL TO REPLACE EXISTING rOSURVEYOR. OTES: _ 101EL=io C{.PJ ARGHITEGT'5 SITE PLAN d 15 PROPI�SEO DWELLING PROPOSED WOOD VERIFICATION BY A LICENSED ADDITION THE INFORMATION EXIST. I STORY 141 DECK ABOVE ED ON THIS SITE PLAN IS TO THE fl 'S BEST OF KNOWLEDGE. FR. HOUSES E�= PROPOSED HALF BATH PROPOSED ABOVE �B GARAGE S SHOWER GROUND PROPANE I o 2.SURVEY INFORMATION WAS OBTAINED TANKS; MIN. 10'-0 FROM A SURVEY DATED DULY 02,2024 IEL ia, m AND PREPARED BY: FROM PROPERTY LINE I, I Ul YOUNG ASSOCIATES 12-1' 400 OSTRANDER AVENUE EXIST. RIVERHEAD,NY IIg01 ASPHALT EXIST. COVERED TELEPHONE: (631)121-2303 ,y I FRONT PORCH S W o t- DRIVEA 6 0 EL.=18'I 18 BRICK WALKWAY EXIST. WATER WELL FULLY 622.00' 116 ➢ - d - i -� -—-—-- DISCONNECTED r 6 k 3 fS 100.0' S INACTIVE ;, '_ T Al `'' VA - _ PROPOSED I/A OATS; __ _ _ _ _ SGHD APPROVAL ` NORTH PP, RI SH DRI VE01/21/24 y4' PROP05ED 51 TE PLAN SCALE: I" MARK UP DATE: COMMENTS T-;ti,L,.!t 5.��yi,A PROPOSALFOR: DATE: 03/26/25 MORIARTY AMP Architecture RESIDENCE THESE PLANS ARE FOR DESIGN PURPOSES ONLY AND SHALL NOT BE USED FOR CONSTRUCTION.THE PAGE: DESIGNS PRESENTED HEREIN ARE THE PROPERTY OF AMP ARCHITECTURE,LLC AND SHALL NOT BE WT L O 1 695 N PARISH DRIVE Design + Build DUPLICATED WITHOUT WRITTEN UNAUTHORIZED USE U FROM FEDERALANTHONYLPORTILLO,RA,L ITE AP.THESE PLANS ARE PROTECTED AGAINST ANY UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS SOUTHOLD,NY 11971 COPYRIGHT PROTECTION ACT OF 1990 AWCPA WHICH HAS SEVERE PENALTIES. W Q 4 N ZQ w J Y �xow W 1II 0-101 LrJ R k �' �� IY S: U G J V Ul 1 �I7`d9135 Q�'dJ. gals IOZ — �` 4 ` f } f o J d Ow F xJ Co IL 1 v v O ; ate Jai c p.. 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N =zz 0-.9 $ o=3zo �I a-�0n pm2 O ao zawwx jpQ p F 2� IIU� I gNrrc� H � ¢ WNRoa •Q('N X�I� l-1 I roaacOi X w o wl �w U Qd0 0 z z w p QNLE a) m p0qqLL ��0 w-on LUci ju �z Q D- O n I I I I I I I pO OL 0 a�u N uOL T w Q , l{ _ O ORzv a � pOd Nd X a I Q (!) mwv� 9-5 n6-O m ®QO� w� nn p ---- ---i p QO I__ - - -------------------- ~O G w t zow Q L d QN3 rd334 w N 0 ca I� I ln �z w Q x�H N� t O J w ti t u I W e�I J I Uw1wQ� I �QN I Z = } OOz � t I � � ln Q � z W 3 � fZ � I D �N m N Q � 0 7- 0 � IL p IL n zulAOv �T J o LO O) o r OIw� OQ U- co N O d n�� mu 0 r --z t Qu 13 zoz�zIL In t NLU z 0 ~~zJ I — is _Q a°� `' OWOL OO zaap MO -�CN IDW S-,o� M- --------- ---- --- ---- - --- ---------- M JULY 21, 2024 z W gx W d TEST HOLE DATA o o W 3 MCDONALD GE05GIENCE BOX 1000 N o SOUTHOLD, NY 11171 o Z (651) '165-56-7-7 Q a W ® MCDGEOGOMAIL.GOM w a z }ma wvo:% m r d s w MIXED SAND a w a —— — — — — O.6' — AND LOAM a d z o x x�aLLx a yyO Z I I � Z W o W a Nnm.¢24 O W O N O O BROWN AND PALE a SP BROWN FINE SAND Z Z N W-g Q ,x 3 C O UH Oit 2 LINE OF o gNa�u d W W x PROP. POOL EQUIPMENTR I i I EXISTING 8.3' , SAND AREA &NOJ it o AND EXIST. AG CONDENSER ' 4 =w P. DECK o PROP. RETAINING WALL ' EXI5TIN5 NATURAL I i PROP. POOL GRADE SLOPE I I 3_p REQUIRED TO , / ---- DIG FOR NEW i' POOL;TO BE WATER IN PALE -� BAGKFILLED ' — SP i BROWN FINE SAND 4_j GROUND WATER m ' ' ' ' U m EAST ELEVATION (RIGHT 51DE) xALE: ve" _ I`0" +-j U COMMENTS: GROUNDWATER Q ENCOUNTERED 5.3' BELOW nn (a)GRADE L L 0 G Q w ti L1! 01 W 2 O Q W cA z L L_ N ct�— — aa- o O w � I z � Ln ow- J PROP. RETAINING WALL ILAL PROP. RETAINING WALL - ! 3 N 1 TO REPLACE EXSITING 04 ION LLi- PR OPOSED NORTH ELEVAT (REAR) xALE, '�e° _ '' " � .��` Q z z m W �wao m Fz�¢ HATCHED AREA5 INDICATE ° AREAS OF PROPOSED WORK oZW= LL�o�Q o��ma wUo3::+ m�Ygw _ _ W W= a°z2. -- ow Z. a �—� ° s 3 yja¢w4 11 KIx-?O=Omt Z Q 2w=0 F N w C O U V o W Z Z ¢xrao O.,p LLw°ul W � mw�QO L--� u4iw�aa / \ O garWx z m U K III ¢ W N m O a FxooaOU PROP. PROPANE TANKS EXIST. 10' GRADE OCD EX. EL. 8' EX. EL. 9' PROP. RETAINING WALL; cv APPROX. 4 GUB PROX.. YD5. OF FILL AP 5 CUB. -li OF :D -C) EARTH TO BE REMOVED _ PPIOP05ED WE5T ELE\/ATION (LEFT 51DE) SCALE: Ile," = Vi U N (1] C Q cn � 0 \ Q W � w � Ix Z o � Qw (nz all C) (J)C) — Qo LLIZCL ? L � o G) N CL JoaoLD 14'-0" AVERAGE GRADE p `D +-(=' 'A;r`^ -'ems' „6 �' N SOUTH ELEVATION (1=RONT) Pi `� a Q N gN W Y w a m yWy O O O W 3 F z�a • �a a U O z W= U a a¢W K U a 0 �a ir CO m moa3a gW o=z<Zi 2 U O a N :ja F-W, aazc= W N a o U LL O W= aoLLZ3 r�z� - zwow¢a oaoS�o yaENa o_ ¢iF�om m awaF.a w zazQo W =3 a o o w.,p r �zrao a03cvs W ZW.oaa o g(L a aZ��u H I GH WATER o o a TRUSTEE PIER LINE LINE OF EXISTING 50' 5ETBACK FROM L.L.O.B. MARK SAND AREA 100' SETBACK FROM L.L.O.B. LANDWARD LIMIT OF BEACH (LLOB) A5 DETERMINED BY 5OUTHOLD B R OAD OF I TRUSTEES 02/,05/2025 I 4-j — I I I I U^` D /'�� W W PROP. DECK I I +J ® ® ® � I I I I PROP. POOL i i I i � + I I I U EL.=14' nn I I l� ❑ EL.=8.5 I I C GROUND WATER 3'-O" OVERDIGGINO Q LEVEL FOR POOL CONSTRUCTION; TO BE BACKFILLED EXI5TINO SITE PLAN OR055 SECTION SCALE: I° = 20'-�° > p- w � lz Z Q 0 u=i z Fr o O w a Jo 2X z � o (o in J Q s O IL a e c � x IL IZ Lo „ ;�:t O w: (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND IRE NOT TO BE USED TO ESTABLISH PROPERTY UNES OR FOR ERECTION OF FENCES.(3)COPES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S 1NKED SE OR EW9 3ED SEAL SMALL NOT 8E CONSIDERED TO BE A V&W TRUE COPT.(4)CERTFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR MOAT THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIO EES OF THE LENDING NNSTITUTON CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS- (5)THE LOCATION OF WELLS(W),SEP11C TANKS(ST)t CE (OP) HEREON ARE FROM FIELD 08SERVATK)NS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York 11c(OI LEGEND j tel. 631.121.2303 fax. 631.727.0144 *mAq Af^OQA,B odmin®youngengineering.com BSW =BRICK SIDEWALK • CMF =CONCRETE MONUMENT FOUND NCMS =CONCRETE MONUMENT SET! EOP = EDGE OF PAVEMENTI Howard W. Yovn Land Surveyor 50UTHOLD BAY IPF =IRON PIPE FOUND' Thomas 0. Wolpert, Professional Engineer MLF METAL FENCE] Douglas E. Adams, Professional Engineer OL = ON PROPERTY LINE, Daniel A. Weaver, Land Surveyor <F 4 RCF =REBAR Q CAP FOUND TIE LINE ALONG APPROX.HIGH WATER MARKLOCATED RCS =REBAR Q CAP SET; Et r ON 07/02/2024,HIGH WATER MARK IS COINNTDENT �-(.- WITH THE TIDAL WETLAND BOUNDARY PO =ROOF OVER W ( ��. '�j E 584°09'57 E ° „ WSF =WOOD STAKE FOUND; SITE DATA 588 36 51 E WSS -WOOD STAKE SET �� 30.51' ` 586°38'22"F AREA = 27,859 SQ. FT. _ 46.10 2g 18' WV =WATER VALVE T _ =UTILITY POLE I ------ --------- - =LIGHT POLE ® • =END OF DIRECTION/DISTANCE * VERTICAL DATUM =NAVD(1988) "�• ® =WELL 1 S ----- - -- = ELECTRIC MARK-OUT' *BASE FLOOD ELEVATIONS BOUNDARY LINES SHOWN AS SCALED FROM ------------= SANITARY MARK-OUT FLOOD INSURANCE RATE MAP PANEL NO.36103CO166 H LAST DATED -W W = WATER MARK-OUT SEPT.25, 2009. ______ ------ - ------------------- _ __ - ------------- r ------- *UNDERGROUND UTILITIES SHOWN FROM MARK-OUT BY OTHERS. BEACH (0 13� LANDWARD DETERMINED BY OF BEACH, EA TOLD p � �B I3�+. Z�s X� *THERE ARE SUBJECT PROPERTY. OKNOWN PRIVATE WATER SUPPLY WELLS WITHIN 150' OF THE AS BOARD OF TRUSTEES, m - _ l ZONE 02/05/2025 �s^� ----- _-- -- / _""'- i - to \ 8.74 ti ` COASTAL BARRIER CMf f RESOURCES SYSTEM ° ,,.-^- (CBRS)AREA O , ,. BEACH GRASS NS W A>a 99-�99 - ZON (�a ---------SOME BRUSH 16 W I (K2i E ......,� ZON X(D?oop ATf`RD�L- --'___ � N� 1' `, N f 1 CNA E H �' SEAG,A / ` I ( 6RP,5s j ) I 1 j "J LANDWARD LIMIT OF'CBRS'AREA YEGEtA�� SAPID W ( d 10 59 O ' W O i m h o 1 \ O 12.37 N ,\ !' V DIA V, Q� _ \ TZEE 11` Es Nr ° h`PP i" O" R "" 1 SURVEYOR'S CERTIFICATION e9- 0 S �P�OPQQ l Lst SSORV E E1 NdOO+DO� ' \9PZYA 13.50 O► f-1 wwa.ax .tom g o GROUND L 9.07 �� G�i `112.23 * WE HEREBY CERTIFY TO AMBER L. M O R IA RTY THAT THIS SURVEY s o o 'S f ,y" qN N WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND s 6 ;' 00" 07 0,69 9.78 N _Al___�- (11 SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF _ _ __ .-y9- \\ 11;c31 PROFESSIONAL LAND SURVEYORS. 0 -Q_ -9.72r pUP10LE \ i �U) o N o `,20'DIA WOOD \ 1 `-._.� 'l �/ .� S 2, % - 'TREE 10' 19 B r _ F r C 7.79+, a" ' 9.9 T2.78' 13.6D o p ,1.7d 1 G 9.28 133 w N ,/� 533 BFl 1414 % - - D20'DIA Ci TREE N � ! t ' O lAl FR ro �, +,5.07 ?5.Oi STORY USE�GAAGE + (15.73 11.70 k"00 �P 11.78 1F . .o >0 251 -16 i�--is-- HOWARD W.YOUNG,N.Y L.S.NO. 93 RCF DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 �- � N'11 a 215 O 4 1 gp ( tiON� ' o - P 76.18 +Q6.40 ?695 I ' r 1569 - +16.22 e' r� IA. C 15.99 15.98' , 16.08 flw p,2.67 ;' _ AgAw - - SURVEY FOR m + _ -1 +16.37 vlp.3. �gYd YJ i ' WAS ' I �� ' 17.62 f 1 03'E - 2095 AMBER L. MORIARTY =1 12'D( 1 IPF 20.57 14.04 4 �c 15.65 '� +16.92 TR�f� .y0 42'DIA SH +21.51 E N' 1 14. / 0TREE 13 21.25 at Sayviewi Town of Southold 1 H15, ;ems, 57�°5� 195 r +21.64 Suffolk County, New York 15.6 i� 16.69 17.94� Y1�'4 16.8 �2Z 1s.47 w TOPOGRAPHICAL SURVEY - f - ' OA 1 tiw R OR CMF gAY� f16 02 County Tax Mop District 1000 Section 71 Block 01 Lot 7 NOR ' bZ?- -TO . - �� FIELD SURVEY COMPLETED JULY 02,2024 MAP PREPARED JULY 05,2024 CMF ' ' ,, _ -i Private Record of Revisions REVISION DATE GENERAL AMENDMENTS NOV 20 2024_ J with tDWe,�ir9 � GFNFRAL_AMFNnMFNTS FFB 25,2025 �e11, ' ! 1 J i ' 30 0 15 30 60 90 o a . _ Scale: 1" = 30' JOB NO.2024-0101 DWG. 2024 0101_topo 1 OF 1