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Home My WebLink About1000-26.-3-11 OFFICE LOCATION: ®� S®�r�®�® MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 a@ Telephone: 631 765-1938 um, LOCAL LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: February 12, 2024 Re: Local Waterfront Coastal Consistency Review for BEN & CHRISTINA HANSEN SCTM# 1000-26-3-11 In 2019 a similar action was found consistent and an amendment to Wetland Permit(8920) was issued, however based on better available information I am now recommending this action and INCONSISTENT with the LWRP. Patricia Moore, Esq. on behalf of BEN & CHRISTINA HANSEN requests a Wetland Permit to construct a two-story, single family dwelling with the first floor area to include 518sq.ft. of living space; a 1,445sq.ft. deck; a 70sgf.t. ramp; and a 148sq.ft. of stairway; second floor to include 1,741 sq.ft. of living space; a 345sq.ft. deck; 112 sq.ft. of stairway; and 625sq.ft. landing; install sanitary system along the easterly portion of the lot; install 151 linear feet of retaining wall; place approximately 370 cubic yards of clean sand surrounding the proposed I/A OWTS septic system; install a well; install a 30'x15' French drain two feet deep and construct a 560sq.ft. gravel driveway; landscape the property consisting of 2,600sq.ft. surrounding the house to be planted with red fescue, 6,600sq.ft. planted with Cape American beach grass; install three groupings of Atlantic Red Cedars and supplement plantings adjacent to the septic system with Groundsel Bush installed six (6) feet on-center and within the bounds of the property. Located: 305 Narrow River Road, Orient. SCTM# 1000-26-3-11 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 INCONSISTENT with the Policy Standards 4 and 6 and therefore is INCONSISTENT with the LWRP. This determination is based upon the following: 4.1 Minimize losses of human life and structures from flooding and erosion hazards. According to the Suffolk County Hazard Mitigation Tool the parcel and area (including roads) are susceptible to flooding. The parcel is located within: 1. 1% (100-Year Flood Zone) and 0.2% (500-Year Flood Zone) Annual Chance Flood - DFIRM ID: 36103C FEMA flood zone AE El 6. 2. Storm Surge Zone—the parcel is expected to flood during a Category 1 Hurricane and storms. 3. Extreme and High - NYDOS Costal Risk Hazard Area a. Extreme Risk Areas are areas of frequent inundation. b. High Risk Areas are areas outside of Extreme Risk Areas that are currently at infrequent risk,of inundation or at future risk of sea level rise. It is expected that the property will be inundated during storms and in most hurricanes (SLOSH Model). Sea level rise will also adversely impact this parcel in the future. 4. Move existing development and structures as far away from flooding and erosion hazards as practical. Maintaining existing development and structures in hazard areas may be warranted for. a. structures which functionally require a location on the coast or in coastal waters. The single-family residence proposed does not require a location on the coast or in coastal waters b. water-dependent uses which cannot avoid exposure to hazards. The single-family residence would be frequently exposed to hazards. Hydrological conditions of properties change over time and shallow depth to groundwater has been recorded and is expected. The test hole conducted in 2015 should be updated. The location of the UA OWTS is located in an area with high groundwater, expected to flood and closest to surface waters. To meet Policy 6, it is recommended that the Board re-assess the soils, vegetation and hydrology on site for a wetland system, especially in the area adjacent to King Street. 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 Town of Southold RECEIVE LWRP CONSISTENCY ASSESSMENT FORM FEB 0 7 2024 ou Si Town A. INSTRUCTIONS Planning Board 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 m 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 sienificant ,eneficial 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# 026 _03 _11 ' PROJECT NAME 305 Narrow River Road 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: Z Nature and extent of action: Applicant proposes to construct a proposed two-story,single-family dwelling with first floor to include 518 sf of living -space, 1445 sf deck,a 70 sf ramp and 148 sf of stairway.Second floor to include a 1,741 sf living space,a 345 sf deck, 112 sf of stairway and a 625 sf landing,install a sanitary system along the eastern portion of the lot,install 151 linear feet of retaining wall,place approximate 370 cu yds of clean sand surround the IA/OWTS septic system,install a well,install a '30'x 15'French drain at 2'deep and construct a 560 sf gravel driveway.Applicant would landscape the property consistent with the submitted landscaping plan consisting of 2,600 sf surround the house to be planted with red fescue, 6,60 sf of the plan with Cape American Beach grass,install 3 groupings of Atlantic Red Cedar and supplement plantings adjacent to septic system with Groundsel Bush installed 6'on center and within the bounds of the property. Location of action: 305 Narrow River Road Site acreage: .28 Acres Present land use: Residential 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: Ben Hansen (b) Mailing address: 420 State Street Brooklyn NY 11217 (c) Telephone number: 646-246-3038. 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 As indicated within Policy 1- " Development that does not reinforce the traditional land use pattern of VN Town of Southold would result in a loss community and landscape character of Southold"-this proposal is to construct single family welling supported by new,innovative and alternative sanitary system as well as full drainage (stormwater) control. These improvements will occur within the traditional residential land use pattern existing in the neighborhood. 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 0 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 Subject proposal will not adversely impact the visual quality of the surrounding area in that the proposed property will be residential and keeping with the character of the area. The vacant lot is not an important scenic resource to the town. Accordingly this proposal is not consistent with Policy 3 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 ❑ Not Applicable Proposed project incorporates the required runoff controls adopted by the town. Accordingly this proposal is consistent with Policy 4 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 0 Yes ❑ No ❑Not Applicable The proposed project will result in compliance with the Town's Stormwater Control Standards. The proposed IA/OWTS sanitary system significantly reduce nitrogen entering groundwater and traveling towards Orient Harbor. Accordingly, the proposed project protects water quality and is consistent with Policy 5. Attach additional s is 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. 0 Yes ❑No ❑ Not Applicable Subject Proposal will maintain the quality of the surrounding ecosystem in that the project includes The full storm water control and provides a new IA/OWTS septic system that reduces the level of nitrogen 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 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.❑ YeEnn 1 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. ❑Yes ❑ No ❑✓ 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 0 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 P E Agent DATE -� -2 �4 E � E � �3 FE e 8" TOP WALL ��dC°' f• J A N 9 2 2024 ,b d rF GJR mas:`it a orm:3yAd�i. W. t m GT9=.+9U MfM w(SgP� Y . EL 6.5 EX �d� g: l rr^.,.•.:w)n>�w smm c..,ir o�u..c d F I _ .Fac d Pvnad%4 OeR ucsi�mv Rv:Css. . 18 O.G aArrfi RO c-c.e..�n.r t-v.r.ea N p.' w 3. (Amrn) Yt G � V C .. u /A am ae naoe m m.P a>s�s-tw:�•c-uv r a.ns�/.*a+.•c�m eeec.mum- . Southold Town } r` v ° VARIESrd of TR1Sfees ee i AIN hay.rwsl Llui+rid U.vt tlr PS-mm Waw P me:<m,P aaF.i.d z xa3.c .Z . (.xrt) � - y7 ren �.a .��w au�%ies.�`a ra':m i!•cns a aaxa 3 mee+d m.ra ams m armor,ar� t `1 . nr`Txe. Z - GRADE VARIES oy6 �9 _ _ r a 5-�mar:Pe C�, Q .,*e,.y.� •-.t:�_;• - by .^ J r.m.%a wrs k me P.a.twe c:a.e a U.xr.!m+lcn n Rrrnw m�a•.m w mr a c--ea.,,e./.,P w�-:a�xJ 0 . mroea aaez l' s.^ a< .o�L.m„s-ra,•-- ,r vadY a-c�� (..• rm..J a Po e.m 48"15 DOWEL D _ ..w \ - e v ! a a y 10"WTH HOOK� . CLLLJ NOTES I 6 O > 4"KEY- 4. 1-CONCRETE TO BE 3D00 P9 - DSO II L3 y F-frf:d Bcp:Eemmis L D 2=5TEELL TO BE 60 KSI ELECTRIC RISER DIAGRAM �\2 .isas>nui� i Coots Pmme I _ + N.3-ENGNEER TO CERTIFY THE FINAL 6` r srsioe m AD.w ea rlr�arn m':P na tss:mm er e.etiart m>vc H Prm,r�ern u. CONSTUCTION OF RETAINING WALL AS O T.S. 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'tC.i _ 4.' \,-- �o n c:eAocxL sou r-R oxxauAR wiau mioAc-Lro to caz x..v,.a,oc.s-r.- xcor_ac LU J T77 sEPnc ,_ ^rr .`. em:a+s rs oL�m s•ruoum acootae i[sv - � [li FROM DYh2UNG IT� - 7ArNK- NEW y _ L 1 1 Z Gl.60'PVC WYE-� a TO PVC O ro e _ 70 40m LLl LFi HOUSE ADAPTOR' Lautou® O /N9J pOadDc /J t 9=} LEGEND ° _ \ h / n f - _ uwTAaT SF.ta' 9�� / _ Fy 1 S Fz-:CSY�1'Dz?i'.t?'.=ITDF 11J,_TH S_OV;s: I (� Z P_'61TFa t.?r�JYZLOrCGA_^tk�ILNFC-A � V� i, 6Ow ie - --_- '- -DDDcS^.:_.nJL•76,'1..ja�G:'LY- 1 IL UU) CLEAN OUT DETAIL '�9� LU K - - .am a Q 6.0+ = PROPOSED GRADE �. G O - :I ,.-r._•cc f4-1bSO-15-ao4s X LL' - N.T.S. AREA CALCULATIONS I - a c ROOF DECK SF 1.540SF r;at�a^�e:or 3 'Beo�c0n5 w C EXIS�iNG'GRADE I :J-t ;__7171:l=4?Fn5P.7DATE0FAFPFu:AL ROOF PLANTING SF 588 SF r/� _ DECK SF 362 SF V) . O. _ r..rF.O;E IN/wC76D;,1tC_lY1Tk B0AAD Qr i O _ .r . . O - _ TOTAL SF 2.490 SF . . t 1 j� - A, 0.•sED r�i�tf .-. O . . 12,505LOT12,490SF=19;9%<20%ALLOWED SANITARY DES6GfV. IEtP3.a"' Q_ " _ � Se ,1riE0µ ' G_au r SCALE. 1 3O 3 BEDROOR? ;'I�ai G:n• r:-LL•7t1'7. •� LOT AREA - 12.505 SF d c C•=5xr !yC t r L17lj NO SURFACE WATERS WITHIN 300 FEET HYDRO-AC .00= F0,„ l:rnG7d Lam=;yy�P;+�73. e LEACHING: 300 SF REQUIRED (5) GALLEYS'2.5' DEEP. TEST HOLE DATA (2) EXPANSION GALLEYS 2.5' DEEP �i�FlSc oo•_ -� .BY MCDONALD GEOSCIENC£ y 4� DATE• 03/11/15 • HOUSE � CONCRETE COLLAR EL=2.8 O.0' ' EL'70.5• (�'WA ER 164T FRAME&CO:V I / TOPPER EN P P1UG .^.tom i G D_!.^E I'12-11 llCFA^E _ 'R_ •_.:�'.; '� LH tE5• FINISHED GRADE EL.20' eexM. 6.6. 7. P:TCY GRADE"5R Y MAX SeOt 19.:" . 2SIT a •MAX . EL=0.2 2.6' G BIi F!s I E _ 7_ Q.EAN curE.4' E.3' BILLCF.NATI3NIAL9 .e wn Ii` I / IE- I> isirr,'•`: 2.5' PER FOCI MIN.PITCH -LOW I 1/8•PT7i FODT M+.J 5 5 . 5yi LiN.4•DIA.SAJOTARY PIPE �.`_ I FYC WASTE LNE '.;Fes;?..;:^�, _!mart.: NT I n 4.0' SDR._ 9R 35 tv:20 ----AA" - a, S- SCALE:A: cF: _ EL=1.2 '7 c_t -'- '. .[6]LEACHING GALLEYS _ (2'DEEP) . • . FftJ'= G?aJND YlA7LR v=L 1.0' , XiuNo-ATau ,i HIGHEST ex=.c 0 SHEET `3 �-HIGHEST RECORDED GROUNDWATER� ��^=1_c�-�.>.,.�� - � GR`JUNDXATER . N� VA BACK'iLL MATERIAL TO BE CLEAN SAND 8 GRAVEL -1 •:� - - - ' EL=10.2 13.o' SCTM#1000-26-03-11 'HYDRO-SON ANLDO DETAIL LEACHING GALLEY DETAIL SANITARY SEPTIC ' SYSTEM. PROFILE305 NARROW RIVER RD AN�O S=44o cPD ORIENT,NY N.T'_S. - SURVEY.: OF PROPERTY SITUATE: ORIENT TOWN. OF SOUTHOLD. C E I V SUFFO LK COUNTY; . :NEW .YORK - - - 00 `ya Ira, _ _ S.C. TAX No: 1000 :2.6 03 1. 1 1o' `f, LE -1 n_20, r i _ -. � �j SCA '� °' �d �p0•; NOVEMBER� 2, .2023 9 A� 1 2 2024 J w � � Southold Tom AREA 12,504 Sq. ft.. of Trustees 0.287 ac s'4 rmm 04 ki o� \ \\ �q0i G o. . . \�.� •ems,. 411 •o �e� - Vie, rye• ��. �� F !✓_.: ,� IN, 0)tij' - of d� UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS AVIOLATION OFSECTION T . . . EDUCATION ZLAW.09.,THE NEW.YORK STATE COPIES OF THIS SURVEY MAP NOT BEARING . F � _ THE LAND SURVEYOR'S INKED BE C SI . OR a - EMBOSSED SEAL TRUE NOT BE CONSIDERED V_ TO.BE A-WWD 7RUE COPY. °'n,o . . 4* S - yf/5~`/ 4 .. CERTIFICATIONS INDICATED HEREON SHALL RUN . . . �� h.o' _ \� .y•�.. ONLY TO THE PERSON FOR WHOM THE SURVEY .IS PREPARED,AND ON HIS BEHALF TO THE �I S� •t•+� _ :y am 0. ."_J - - . . . . TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND . - 'tS•F .1ti•'^rj o� - .. _ TO THE ASSIGNEES OF THE LENDING INSn- .- TUnON.CEHnFHATIONS ARE NOT TRANSFERABLE . S° Ste$ / My THE EXISTENCE OF RIGHT OF WAYS NOT SHOWN NO GUARANTEED. F. AND/OR EASEMENTS ARE RT C D. IF 28 - PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan_ 'Taft Corwin. III BY.THE LIALS.AND APPROVED AND ADOPTED' ' FOR SUCH USE BY THE NEW YORK.STATE LAND TITLE,�aCIATwN' Land Surveyor Successor,To: Stanley J.-Isaksen, Jr. L.S. Joseph.A. Ingegno L.S.. Title Surveys Subdivisions — Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Rood P.O. Box 16 Jamesport New York 11947 Jamesport, New York 11947 N.Y.S. Lie. No. 50467 E—Moil: NCorwin30ool.com 42 1 3A \. �\ 1\I' . � l 1 �. � � . . . , , �� ` . . , . , .�.. • � i � , � � � - ;_ � ; � � � � ,� � , �. y_ i � fiT..'. .M � .la! RTA � ,,i� -.,. jj, � � '� `1`� - d�F ti I ,��-4v �1� ,i -'� ,� _ .� � 4 +..r• �4 �Su ��: s * I. �_ 1 4+ � >( it r' t . .� .- .. _ _ �..�. � �a�� c � .may r-. .�cyi.*� ; .t 1 , a ` i J =o= EL mot— IP! I L= . I . I _�`�-...�. -rim.► - _ ... , r: . a "�� :.r .� ,r'.. �..-- - _ - -- i _�__ .y� _- ,�. ��r�_ v 1 i ._ � r �"�-- .i _ - - ,. . 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" \, 917.202.9706 CHRISTINRISTINE®HPtSEN-AaCHITECTURE.COM 1 646.246.3938 SEN@BRHARCHITECT.COM T RAGE STRUCTURAL ENNGGIN ENGIENGINEERING PCB 560 BROADWAY.#501 1 0 / NEW YORK,NY 10012 212.358.7778 MAIL®HAGEENGINEERING.COM NEW ATLANTIC RED CEDAR PLANTINGS 16'- +4.0' SOLAR ARRAY +6.0' i I 43-10" L J / I PROPERTY LINE e SOLAR ARRAY 111 x 135'-0'I Q ROOF 2 / 1RD \ 1,450 SF o 1 I SIDE i S TBACK i O "' •n / SKYLIGHTS I +8.0 ' i `\\ DECK NEW WELL LOCATION I / \ 1 LIJ SEE SHEET A005 / I +8.5' I I N w I � 1 I \ OPEN, 1 F 5 -� 1 LIJ z 111 E C E I V �I _ _ _ _ - - - _ �� i Q I �i //�A SID 16—B" 9—3 p N 1 9 2OLY EYARD I � �� r SE�ACK I 65'-9" �/ I I 4•_0. DATE ISSUE: REV: Southold Town m of Trustees 8/22/22 PRICING SET I I / TRUSTEES FILING II PROPERTY LINE CRUSHED BLUESTANE DRIVEWAY I FRENCH DRAIN 11 a i NEW SEPTIC SYSTEM +6.0' �i• NEW CONCRETE RETAINING WALL \0' SEE SHEET A005 + .0' EXISTING GROUNDS THrs uuwlNG s AN oaTRv�Nr of Fa�EssloNu ! 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TITLE: O I SITE PLAN ,� �:-E' * SITE PLAN 9�. 034281-I\ HARBOR ROAD FpF NEB SHEET"°•` A-100.00 o z Cs, „ 'Ili;-Q It .n -co)Ao) WOOD PILE,TYP.SEE / 4-j € do �};' i(i•' STRUCT.DWGS \\ D DASHED LINE INDICATES / - \ 2 ' 'tiC. - \ \\ E0.0 / 40'�8 Aypq FACE OF BUILDING ABOVE, ,{Q-•P TYP. a, L�CQ CR O OQ•1 HANSEN WALL CHRISTINE HANSEN \ AL/GR / F 20 STATE STREET BROOKLYN,NY 11217 / �% � �` PQ ))•0 ARCHITECT OF RECORD: ro � HANSEN ARCHITECTURE+DESIGN 420 STATE STREET f0 / BROOKLYN.NY 11217 /��\\ I y '�'"' !\ \ 5•�6" 917.202.9706 ■ i ■ _ l l\ lB�"/ I \ \ \ 4' CMRISTM@HANSEN-ARCHITECTIRE.COM 646.246.3938 BEN@BFNARCHITECT.COM STR ENGINEEM RAGEENGI NEERING�INE RING PC fO.O -y -°' 560 BROADWAY.#501 _ TYPE J: / NEW YORK,NY 10012 `\_ \ 001 STAIR .F STUCCO FINISH 212.558.7778 POURED CONCRETE `r_• RIGID INSULATION MAIL@HAGEENGINERING.COM ;!_ I Q VAPOR BARRIER U POURED CONCRETE o CEMENT BOARD PANEL`� / I 8}" ` UP '„ U I o -j PROFILE OF TERRACE AT 2ND FLOOR Y � PROFILE OF DECK AT FIRST FLOOR 0 OVfRA D6G DOOR �NG7H OP i `�•� r /-- W Q / /' CONCRE�WALL IIII o N /o � PlLF R�HALL I I 11 \ � ___ } —__—__—__—__—___ __,y�`�_—__—_______—.III,_— I _—_—_—_I_ _—O _ `, i I 2 `ED , �1NA�y� W E I f'4 034 2 81 OF N E`N I a DATE ISSUE: REV: 6/16/22 FOR CONSTRUCTION 0 8 22 22 PRICING SET O E3 a \ / ,, ?•'9" / / ' 7282023 TRUSTEES APPLICATION / iV / I THIS CR pmG IB AN I EKXN EM OF RipFE551R1AL �_--" - `�A!-"ECCT DESN eGN,P Lc Eat THE PC E III Ea FOR wHla rr was FRErA1�0 5 E%EQIfFD OR .�JO FNANGES,ALTERATIONS GR CQEFIR v N i EO.J EO.J EQ.N EO.N I -8}' !� Mar 6LuoE OICSD A RaNSEN A NDTBE USE C;< DE51 C.TMIS%lE MG SHAH NO(BE IM qi RFPR D BY ANyOtff ON OAF CaVU5,FM — � I TO TH9 PROJECT OR FIX2 CO<•9 ETION OF / —1^A TM By oT11EfS wNNQIT WRITi@! Q J AN 1 9 2024 DATE: ,12^ a' 12.1 _ j RAMP i Southold TITLE: , 'L POURED CONCRETE !,-..� Trust es FOOTING,SEE STRUCT. GR UND FLOOR DWGS. 43'-10 TQ P.L. PLAN may, = -- ------ - - - ----- ----- --------- ---------------�— --------- 70 P.L. EO.F EQ.F F 16'-9" 9'-3" 28'-3" 11'-b" z d �o SHEET NO.: 26•-0" 39_9. �o 65'-9" - �.n A- 101 .00 OI GROUND FLOOR PLAN l;'\ ..................11" .............................. OWNERS: BEN EN EMERGENCY ESCAPE WINDOW 4.20p TIN PER R310 CH RI STINE HANSEN 420 STATE STREET W100 BROOKLYN,NY 11217 WALL MOUNTED HEAT PUMP 4 39•-9 ARCHITECT OF RECORD: i HANSEN ARCHITECTURE+DESIGN 420 STATE STREET WI01 6'-6" BROOKLYN.NY 11217 0 . 917.202.9706 4 f —ISTW@HAlSB.1-ARCHITECTIIIiE.COM I 646.246.3938 B 0�^ BEN@BRHARCHITECT.COM 11001 GUEST BED 1 ENGINEERSTRUCTURAL WOOD FLOORING " / �, / HAGE ENGINEERING PC 0 DRYER EXHAUST DUCT WITH - m 1 36"HIGH RAILING NEW YORK.NY 10201 BACKDRAFT DAMPER to C '� _ 212.358.7778 DUCTED THROUGH WALL O / MAIL@HAGEENGINEERING.COM 10¢ STAIR .n SD ir! HWH DECK ABOVE DOMESTIC ELECTRIC WATERS: HEATER W107 08 09 - \®' IrI 110 CFM TOILET EXHAUST a W 05 / FAN DUCTED TO ROOF ROOF LEADER 07ON / 1 �v SINK / 105 FOYER N 470/ .S f 0 � /CL. 0.i TILE N ® 11011 BATHROOM I TILE EMERGENCY ESCAPE WINDOW -y— PER R310 ' f / _f' F 11061 DECK I a-zoo - - -W106 WO01 DECKING ` r.y / I a4 06 4 D100 °' 11 I 11021 HOME OFFICE WOOD FLOORING C / 36"HIGH RAILING SEAL• a 103 MEDIA WOOD FLOORINGIV—J E RAMP SLOPE=1:14 EMERGENCY ESCAPE WNDOW PER R310 O m SI 6t DATE: ISSIE: REV: s' W104 JAN 1 9 2024 JAN 1 2022 DOB SUBMISSION tl 07128/2023 TRUSTEES APPLICATION -•A:"'-_.,.15>�Z�:.-_�-., WI05 36'-4}" � � &utholdTom -000,rd of Trustees :tea This DRAWING IS AN I EHAN OF PROFESBIOWL �RVICE ANDO SHALL REMAIN THE PROPHWtt OF HANSEN AROR MICH IT DESIGN,PLLC,ISEMER THE PROJECT FOR WHICH IT WAS PREPARED IST EO CHANGES, OR NOT.NO ALTERATIONS OH OEXTICIONS MAYBE MADE EXCEPT BY HANSEN ARCHITEC� DESIGN,CED THIS DRAWING SHALL NOT BE FO OR lEPRBDUI MECM ADDITIONS TOBY THIS PROJECT OR FON�HYONE ONRCOYPLETION F A-201 RED A� THIS PROJECT BY OTHERS WITHOUT WRITTEN LCNGEM.000PIRIGHT SCALE: �j%NA ly ,'n�i�� DATE: TITLE: IST FLOOR PLAN O 428t 1 HST FLOOR PLAN ,� Q SHEET NO.: va°=I'-o° �OF N E�� A- 102.00 EMERGENCY ESCAPE WINDOW OWNERS: PER R310� ' BEN,HANSEN 7 CHRISTINE HANSEN 420 STATE STREET W200 BROOKLYN.NY 11217 g ARCHITECT OF RECORD: HANSEN ARCHITECTURE t DESIGN W20 57• B20 STATE ROOKLYN,NYR 1217 g 917.202.9706 o Cl6iISTINEOHANS@FAR ITECTI1pE.CON - 646.246.3938 W202 8 7g'�3+ BEN®BRHARCHITECT.COM W203 12001 GUEST BED 2 e p STRUCT1A7Al.ENGINEER: WOOD FLOORING G HAGE ENGINEERING PC 560 BROADWAY.#501 i O.- I 70'� NEW YORK.NY 10012 201 BATHROOM t 205 STAIR G REF / / �" 212.358.7778 m TILE N - - 207 KITCHEN `- _ x MAIL®HAGEENGINEERING.COM 06 _ O CL/ /WOOD FLOORING CL./ 01 / W204 I _ 08 \ 110 CFM TOILET EXHAUST H O6 ',�/ / SINK FAN _ SINK ® 202 POWDER ROOM '.` o= we A1NTu TILE E BD / DN- 208 DINING ROOM I I /f WOOD FLOORING i 1 / I ELEC.COOKTOP W/OVEN I I / BELOW,400 CFM FAN I i WC 206 HALL / n" rNTED TO ROOF SINK g / WOOD FLOORING / T / I I 02 / —— — — 210 TERRACE // 7,,DAY PROGRAMMA13LE WOOD DECKING SINK I I THERMOSTAT I N SINK 0 BELOW / W211 36"HIGH RAILING/ I O / 7 /UL—LISTED FACT BUILT I I 203 BATHROOM B WOOD BURNING FIREPLACE I g OB W207 WITH COMBUST I N AIR I I I 2 TILL INSTALLED PER9 D201 I I I A-200 MANUFACTURE{2 S 0A W2DB INSTRUCTIONSI f W206 / HEARTH EX4NSION 209 LIVING ROOM 1 HOWER .1WC H / INSTALLED MANUFACTUR PERER'S WOOD FLOORING I 36"RAILING SPECIFICAj10NS I I I g g T I I SEAL: o e 4'- 12041 M BEDROOM —/ —— — — -----T io WOOD FLOORING WOOD DECKING ``� �., EMERGENCY ESCAPE WINDOW 7 W209 =e e PER R310 ` 3i DATE ISSUE: REV: 1k. i 0AN 1 2022 DOB SUBMISSION JAN 1 9 2024 07282023 TRUSTEES APPLICATION x I• I 64•-74•' t Sou�lold Toran pwrd of Trustees r-� THIS DBAW.G IS AN I arReMEN OF PRORSSIONAL SERVICE AND SHALL REMAIN THE PINPERTY OF 1 NANSFN ARCHtLCCiUIT DESIGN.ARC.E IS OeA THE A-2OI CIZED OR TT.NO CHANGES ALTERATIONS M CQETIOS MAY BE MADE EXCEPT SY HANBEN ARCHITECTLFE DESIGN,P C THIS DRAWING 9Wl NOT BE I®OR REPRODUCED BY ANYONE ON OTHFR PROJECTS,FOR A ITIONS TO THIS PROTECT OR FOR CRWIETION OF THIS PROECT BY OTHERS WRHOOT mm EN RED aRc SC CGDPRIGHT SCALE: NA DATE D yq '�� TITLE 2ND FLOOR PLAN � A:s eY, a-•:� Z 1 7� O12ND FLOOR PLAN y 03 Y 1 �� SHEET NO.: 1/4'=I'-0° �`� 4281' �O OF NE`N A- 103.00 OWNERS: BEN HANSEN / CHRISTINE HANSEN 4.2pW 420 STATE STREET BROOKLYN,NY 11217 ARCHITECT OF RECORD: HANSEN ARCHITECTURE i DESIGN n 6 G'3. 57'- 420 STATE STREET ) ZZ BROOKLYN,NY 11217 917.202.9706 CMISTINEOMANS@FARAfITECTUI E.COM 646.246.3938 BENOBRHARCHITECT.COM STRUCTURAL ENGINEER: RAGE ENGINEERING PC 560 BROADWAY,#501 i W " . 4 NEW YORK.NY 10012 SOLAR THERMAL ENERGY ` ` W y 212.358.7778 SYSTEM TO BE FILED ' •` ' ` ` MAILOHAGEENGINEERING.COM SEPARATELY. TOILET EXHAUST WITH ' GOOSENECK AND GRAVITY DAMPER TOP OF 3"0 PLUMBING TOP OF 3"0 PLUMBING 588 SF GREEN ROOF VENT=3'-0"ABOVE VENT=3'-0"ABOVE - COLUMBIA GREEN ROOF LEVEL ROOF LEVEL _ TECHNOLOGIES 2'x2' SOLAR THERMAL ENERGY .O PLANTED-IN-PLACE TRAYS TO BE FILED SEPARATELY EPDM ROOFING SLOPED TO ,SYSTEM O ROOF DRAIN,TYP. RD STEEL BEAM,SEE STRUCT. 13001 ROOF DECK - OPEN To BELOW- DWGs. w3oo _ W301 1 � I� N 2 OPEN TO BELOW A-200 ROOF SEAL: I W W W OPEN TO BELOW • _ 4nq F LISTED FACTORY BUILT CHI CHIMNEY,INSTALLED PER t T l+1QI 4 �• 0A'2"� '^��'' MANUFACTURER'S r �Fh ' INSTRUCTIONS INSULATION SHIELD DATE: ISSUE: REV: PROVIDED BETWEEN CHIMNEY AND INSULATION f I I JAN 1 2022 DOB SUBMISSION 1. 07282023 TRUSTEES APPLICATION JAN 1 9 2024 16'-8j" 9'-34" 38'-7 2 F � f i lqo&.01d Town p,,,,..1 SE m AND rs u AIN ,,E aF pRccE5OF Ria,+of Tn!stces _ SERWCE A,ID9NLL REDESITHE C,NNY HANSEN ARCRITELTIiIT DESIGN,R1C,WHETHER THE A-201 OR NOT FOR WNICH IT WAS ATIONS O IS EXE IONS ORNOT.NOCHANGES,By HAVEN WfIWEI.ETIE MAY BE MADE UOETHIS D BY DRAWING SEA-NOT DESIGN,MC.THIS DRAWING 91A1-L NOT BE S.FOR CR RERiOONS T RY41ANYONEON OTI F PROJECTS,FOO ANDITHIS PR S TO THIS THUS TOR FOR C TTBN qJ OF THI51'RSa BY OTHERS WITHWT WRRTEN CtlSENT.O fOPI'RIGY,T SC ED qRc DDAATE: TITLE 2 ROOF PLAN ,.,< _;..ems • OI ROOF PLAN Y!;F L_•_•"=� SHEET NO.: �oF NEB 1(0 A- 104.00 �a I 3 4 I 2 A401 A400 A400 EL+32'-0. OWNERS: A403 A403 TOP OF PARAPET BEN,HANSEN EN CHRISTINE HANSEN EL+30'6' 420 STATE STREET I BROOKLYN.NY 11217 j ' I•I �I'I .I� I ! I, � ! � I � II' ' Ij � TOP OF ROOF ARCHITECT OF RECORD: Ilili !II ;'; i ' ii j it I 'iil HANSEN ARCHITECTURE+DESIGN 420 STATE STREET i BROOKLYN,NY 11217 ll I w D W202 917.202.9706 OPEN W2 ,RISTINE®HAwEN-AROHITECTM.C(M 646.246.3938 1 BEN®BRHARCHITECT.COM a• STRUCTURAL ENGINEER: __-_ -a! ❑ ❑ ❑ EL FLOD'A HALE ENGINEERING PC FLOO 2ND FL FINISH R 560 BROAOWAY,#601 NE NEW0012 58.77 8 1 MAIL@HAGEENGINEERING.COM GUARDRAIL 'I WOOD FASCIA BOARD � I it VERTICAL WOOD SIDING,TYP. i 1 II 1 WI01 W100 STEEL COLUMNS AND CROSS BRACING - 0 VERTICAL WOOD SIDING, TYP EL+B• -b A DODO FIRST FL FINISH FLOOR CEMENT BOARD FASCIA , .....,�. -.-:.- :;;......+'_. a:':e-":-.p"..,: ":'-?'r-::-:.:.:..:::: . .:"^:z":,".. - a:::'::`ti;:is:;:E:::issn:.:r':r::t�s':g:;.:`i:::s'n� :t:.::s:_ra.:::.: ::: = WOOD PIL E AND GI RDER ................. ....... ..... ELECTRICAL H-FRAME EL+6'-0'A BASE FLOOD ELEVATION FINISHED GRADE -_ - -CONCRETE RETAINING WALL _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ EL FOR SEPTIC SYSTEM +2.72' _ All.NAT.GRADE CC STUO EL+0'-0'ti I BUILDING ELEVATION NORTH — — — — — — — — — SEA LEVEL FAL- I -- g402 4; 11 DATE: ISSUE: REV: J A N 1 9 2024 8 22 22 PRICING SET I 07,28=23 TRUSTEES APPLICATION f 5outlicld To°rm S Board of Trustees _ ells DRAwIND rs AN WSTFUMENr w PRDFEssIDNn1 _F B .-~.� SERVICE 0.ND SHALL FEMAM THE PROPERTY aF GUARDRAIL - 1—�—Y—1- _ -. =f_—r•= 4 HANSEI+a�cHlT[cnuz<oESIGN,uc.wHEiHEH rHe PRQECT FOR WHICH IT Wf5 PREPAfiED IS EAEWTm VERTICAL WOOD SIDING, !1 = _-_ NOT No�npyOEs,pLTEfWnws OR osETIONs TYP. , MAY BE N✓+OE EXCEPT BY HAVSEN AROIITERUiE WOOD FASCIA BOARD DESIGN,PLLC.THIS DRAWING SHALL NOT BE Ug0 Oft REPROO T. BY ANYONE ON OtIER ACTS,FOR ISTIRIWECT BYI OTHERS WITHOUT WRITTENTION OF Ep qR OUSENT.p COPYRIBHT ;Vll �R C `NA H y�j, DATE: STEEL COLUMN AND CROSS �C TITLE: BRACING n U EXTERIOR ELEVATIONS T 034 2 S 1�1 1O SHEET NO.: FOF t4 A-300.00 2 BUILDING ELEVATION EAST 1/4'=1'-0. OWNERS: BEN HANSEN CHR STINE HANSEN 420 STATE STREET :IH ill! hl BROOKLYN.NY 11217 IN W.-.................. ...... ........ ......... ARCHITECT OF RECORD........... ........ .. ...... .... ................. ........................ ....... ........................ HANSEN ARCHITECTURE DESIGN .................. II ........ CEMENT BOARD 42 STATE STREET ................... ..... ... .. ......... ..... .........I ...........=+-+..-.--.+..+...-+--+-. BROOKLYN,NY 11217 ................ PANELING ........ ................ ......................... ............... 917.202.9706 ...................... ....................... ........... ....................... CKRlSTINE@HANSl ITEMilll ............... GUARDRAILlii II 646.246.3938 ill Ii BENOBRHARCHITECT.COM ........................ ...... STRUCTURAL ENGINEER !it 1 WOOD FASCIA BOARD HAGE ENGINEERING PC p 1 560 BROADWAY It 01 1 1 :T VERTICAL WOOD SIDING NEW YORK.NY GO12 1 212 358.7778 MAIL@RAGEENGINEERING.COM ..... ......... ................... .. ............ ............... . ................. ..- CEMENT BOARD PANELING ........... ......... STEEL COLUMN STEEL COLUMNS AND CROSS ................ ........... ..... BRACING .... .............. ............ ......... ........... GUARDRAIL FINISHED GRADE ............I ....... ::. CONCRETE RETAINING WALL I F-- CEMENT BOARD FASCIA ... ...... ......... .. ........................ ......... ........... ......... FOR SEPTIC SYSTEM ........ ..... ..................... VERTICAL WOODSDNG, -. 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WOOD PILE AND GIRDERS *--.-.'.1.-,..--1-...'--...................... ................. .............................................. ... .......... ELEVATIONS........-............... ...................... ................. . . ............ .......... ......... .......... STUCCO . ....... . '1281 SHEET NO.: 10 PNE A-301 .00 2 BUILDING ELEVATION WEST 1/4"=1'-0' SURVEY OF PROPERTY SITUATE � F ORIENT TOWN OF SOUTHOLD %P SUFFOLK COUNTY,., NEW YORK yo a S.C. TAX No. 1000-26-03-11 SCALE 1"=20' �� °• O NOVEMBER 2, 2023 q5 16 AREA = 12,504 sq. ft. 0.287 ac. VO / 1ry0 oGSE` \ A"' lie 10,, �;^ �\ \ o_ �a nc� IS�ITIOF TO THIS A VIOLATION F \ SECTION 7209LA OF THE NEW YORK STATE EoucAnoN LAW. / n COPIES SURVEY MAP NOT BEARING THE LANDD SURVURV EYOR'S INKED SEAL EMS SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDrATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY v� ,�J ✓ / IS PREPARED. AND ON HIS BEHALF TO THE / �C TITLE COMPANY, OOVELRNMENfAL AGENCY AND J\ �� LENDING ASSIGNEES LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- n_ TU110N. CERTIFICATIONS ARE NOT 1RANSFERABI.E O / A-v CA6 THE EXISTENCE OF RIGHT OF WAYS ANDANY/N0T SHOWN ARE NOTCOF GUARANTEED. 6� PREPARED IN ACCORDANCE SURVEYS THE MINIMUM Nathan Taft Corwin tii ((„ / STANDARDS FOR TITLE ND SURVEYS AS D ADOJSHED O 8Y THE LIALS.AND Y0PROVED,MJD ADOF*TID I� Q /J FOR SUCH USE BY TN . S sPATE LAND La SUrV�/yOr TITLE Assoclanoy< ... IV NF ® } c' �P�ZAFT o9; 09��> !y`: Successor To: Stanley J. Isaksen, Jr. LS. / •zQ 2 ei Joseph A. Ingegno LS. Title Surveys — Subdivisions — Site Plans — Construction Layout A! Fax 63i 727-1727 PHONE (631)727-2090 ( ) y •; Oa �0 w 01 FTCES LOCAIEU AT MAILING ADDRESS 9. �� `'i' •��••''` 1 ,,®� 1586 Main Road P.O. Box 16 Jamesport. New York 11947 Jamesport, New York 11947 N.Y.S. LSc. No. 50467 E—Mail: NCorwin3Oaol.com 42-1 3A