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HomeMy WebLinkAbout1000-53.-6-21 OFFICE LOCATION: ®��lcz* S®�� MAILING ADDRESS: Town Hall Annex ® P.O. Box 1179 54375 State Route 25 !�[[ Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 ®l�C®U ,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September.8, 2023 Re: LWRP Coastal Consistency Review for ESTATE OF RICHARD JENSEN, c/o RICHARD C. JENSEN, JR., EXECUTOR SCTM# 1000-53-6-21 The ZBA granted a variance for the proposal in May 2023 (7764) Patricia Moore, Esq. on behalf of ESTATE OF RICHARD JENSEN, c/o RICHARD C. JENSEN, JR., EXECUTOR requests a Wetland Permit to demolish existing 1,205sq.ft. dwelling and garage, 140sq.ft. patio/terraces, and abandon existing sanitary system; construct a FEMA compliant two- story dwelling with 991sq.ft. on first floor, 1,040sq.ft. on second floor, 414sq.ft. attic, a 229sq.ft. seaward side raised deck with a 108sq.ft. splash pool on raised deck with steps to ground and locking gate; install a ±195.5 linear foot long by 2—2 '/2 foot max. high retaining wall (covered with veneer stone & cap) around a new l/A sanitary system and install ±180 cubic yards of fill material landward of dwelling; install a 3'x4.5' outdoor shower; install an air conditioning unit stand on north side of dwelling; install a stone blend parking area for two cars; and install gutter to leaders to drywells, and a drywell for pool backwash. Located: 4155 Bay Shore Road, Greenport. SCTM# 1000-53-6-21 This recommendation is made with the consideration of the parcel size and location, and the structure will become flood compliant in a FEMA structural hazard area. The limit of the moderate wave action line is landward of the parcel. Nevertheless, structure and build-outs in these areas should be minimized due to the potential of repetitive loss from storms. Setbacks should be maximized. 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 Town of Southold '"i,' LWRP CONSISTENCY ASSESSMENT FORM SEP 0 I d T A. INSTRUCTIONS Southol own 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 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 Town). 31. 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-. . supportink facts. If an action cannot be-certified as consistent with the LWRP policy standards and conditions,if 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, local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 53 �6 _21 - PROJECT NAME Richard C.Jensen Jr.Executor-of the Estate of Richard Jensen The Application has been submitted to.(check appropriate respoVe Town Board_ 0 Planning Board❑ Building Dept. El1. Category of Town of Southold agency,action(check appro(a) Action undertaken directly by Town agency(e.g.cQconstruction,planning activity,agency regulation, l El (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: Demolish existing house not compliant with FEMA; . construct new house with 991 SF first floor, 1040 SF second floor and 414 SF attic, deck 229SF splash pool 108 SF, new sanitary system.in front yard with 2'retaining wall around property for sanitary,system Location of action: 4155 Bay Shore Road, Greenport Site acreage: 6,771 SF Present land use: Pre-existing house and sanitary system 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: Estate of Richard Jensen by Richard C.Jensen Jr. Executor (b) Mailing address: 18 Tower Drive, Maplewood NJ 07040 (c) Telephone number: 917-617-1739 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. 1 Yes ❑ No ❑ Not Applicable existing house is nonconforming and not FEMA compliant Proposed house is constructed conforming to FEMA with anew sanitary system in the front yard deck and proposed splash pool all structures are more conforming in size and style as surrounding improved homes. This property is one of the last to be improved 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 ❑ No ❑ Not Applicable a new residence will enhance the neighborhood and enhance visual and scenic resources 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 W Yes ❑ No ❑ Not Applicable existing structures are not FEMA compliant and could be subject to flooding and erosion proposed structures will be protected from flooding and erosion 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 Attach addition-a-I 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. 0 Yes ❑No ❑ Not Applicable new sanitary system protects Southold ecosystem 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 3.4 for evaluation criteria. Fly e-s ❑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 LWMP 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 0 Not Applicable Attach additional sheets if necessary Policy IL - 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 Patricia C. Moore TITLE Attorney DATE ONI'O�A u, TiE� N�ARK ASL.00 lZo ll �• wAT�R �yp�NG�1 rj ON ,�ln� 'F 'ism �y 'bS��RaANGE RUF��R � t , NpN M ul �r� N ZOO z- OOL �� r t , 25 d i1Q5S P 1L' � scL tiO j9 -. d 0 ,Nnti = s PR b�G1t 11't3 b'Z' 0 6 �p�b tr r 19.5 W W O CC 0-tkojeo .�--,s a�; •� ;r. �' rt•.� �s �� Colxo 1 y�A Yew L1J��[a� � +1 4ti r �A�° � ''��jL 4 *..Lti';•. Q its ,r o � � o � .'moo '�' :;'• °a ki °,;,- 4 3' �� �, � � r uy. . � 1 .s .ti'►;L 9�.`;��.'.Yam•,.,; � oa a G. a{ y r ` � ' N 0' p�,,T, tS7p�aII97 LS�i! �jfY.i', 'S '.' °"-^ Q.J•'��r�� t Y � aLt gait Bit'-i'la r .ar►V or C. o - o PIER LINE BETWEEN PRINCIPAL STRUCTURES Y ON IMMEDIATELY ADJACENT LOTS ' 1 � r < • ° A� � r t R t 1 � ' FOLEY FIORE ARCHITECTURE 16Jnnuon,2023 Ca b�,,�.,,C,„,,,,M a,,.,,,,,,.,,M, 14155 BAY SHORE R D Pier Line Diagram-Proposed Design Not To Scale P - ��0 0� O O L� m m < m m O r rm— PROPOSED RETAINING WALL, - - - - AVERAGING FROM 2.' -2.5' IN - - HEIGHT FROM(E)GRADE 64'-d^ APPROXIMATE PROPERTY LINE Om _ — — —: -- - — in Lot 75 . 1�' 3 5' � Subdivision - R RAISED 11.0' "Amended Map A TIE LINE ALONG ' N ZPORTION OF YARD RAIS ^' Peconic Ba APPROX. HIGH TO ACCOMMODAT n COMPLIANT IA 5YSTEM y _ WATER MARK AS T _ I Estates" LOCATED BY YOUNG ..L &YOUNG 09/13/2021 m < O O M r L_ . — _ 210' I _ DA m 9 r DRIVEWAY �y�j S.F/p�'Si ` + G SPACES) PERMEABLE (2PARKIN I WALL v .025 TOTAL APPROXIMATE RETAINING A LENGTH= 195'-5" � NOTE:ALL DIMENSIONS SHOWN FOR THE PROPOSED RETAINING WALL ARE APPROXIMATE AND THE FINAL LENGTH WILL BE ' DETERMINED ON SITE E E r` 1�1 V JUL ) 3 20230 . Southold Town . Board at Trustees - FOLEY FIORE ARCHITECTURE 16Januar��2023 316 Cambridge Street Cambridge MA 02141 617.547.8002 41 5 5 BAY SHORE, R D � � � � � � � � � � �Proposed Site Plan j 6�r = I�—O„ EXISTING LOT COVERAGE EXEMPTIONS (2804) 9 . LOT COVERAGE.BREAKDOWN - CORNICES, EAVES, GUTTERS,�CHIMNEYS AND FIREPLACES . S901srulloPROS PROJECTING.NOT MORE THAN 28 INCHES FROM EXTERIOR WALLS. 0M01Pio` as - BUILDING AREA (HOUSE AND GARAGE) 1205 SF STEPS AND OPEN PORCHES, PROJECTING, NOT MORE THAN FIVE' - BALCONIES N/A FEET FROM EXTERIOR'WALLS AND HAVING AN AREA OF NOT MORE 2E e Inc - .TERRACES, PATIOS, DECKS AND OTHER 140 SF (PATIO) THAN 30 FEET STRUCTURES ABOVE FIN. GRADE - FIRST-STORY BAY WINDOWS PROJECTING NOT MORE THAN / � EXTERIOR WALLS AND EXTERIOR CELLAR DOORS SWIMMING POOLS;.TENNIS COURTS;AND N A THREE FEET FROM 3 A � 30 3 OTHER SIMILAR STRUCTURES PROJECTING NOT MORE THAN SIX FEET FROM EXTERIOR WALLS 11345 SF TOTAL LOT COVERAGE CALCULATION - BUILDING AREA / LOT AREA 1345 SF 6771 SF - . ZONING ANALYSIS. EXISTING LOT COVERAGE 0.198 (19.8,-%) - ALLOWABLE.LOT COVERAGE (20%) 1354.2 SF 22 December 2022 4155 Bay Shoe Road -- Greenport, NY.1.1944 DISTRICT R-40:Residential Low-Densi ty PROPOSED Lot size(40,000.required).6771 Max.FAR LOT COVERAGE BREAKDOWN Existing Proposed : Allowed - BUILDING AREA .991 -SF - BALCONIES Lot Coverage(20%) 19.86% 19.61 pia 1354 TERRACES, PATIOS, DECKS AND OTHER 229 SF Front Yard Setback(35') 32.7' 52.5' 35 STRUCTURES ABOVE FIN. GRADE. Side Yard Setback.(10') 3.9' 6.2'. 10 . - SWIMMING POOLS TENNIS.000RTS AND 108 SF Yard,loth sides(25') g:8' t0.8' 25 Rear Yard Setback(35') 42'.8' 35.0' 35 OTHER-SIMILAR STRUCTURES 1328 SF TOTAL Building height(35'max) . 1_8 34 35. Number of stories (2.5 max) 1 2.0 2.5 ®� � LOT COVERAGE CALCULATION ITEMS IN RED ARE POTENTIALLY.NON-CONFORMING - - BUILDING AREA/.LOT AREA 1.328 SF ,F 6771 SF - PROPOSED-LOT COVERAGE . 0.196.(19.6 %) `>.y� - ALLOWABLE LOT COVERAGE (20%) 1354.2 SF FOLEY FIORE ARCHITECTURE 16lanua)j,2023 316 Cambridge Street Cambridge MA 02141 617.547.8002 4 15 5 BAY SHORE R D � � � � . � - �� � . � � � � � . ; . � � � � � - - � � . Zoning Analysis :. PROPOSED FLOOR AREA PROPOSED = 991 SF 34'-6' 23 6 42'REF. I I I I F— IN IF DM U - 1 btu B�AKFAST NO f I 106 1 24'MW \I _ [ LAUNDRY/MECH I I o'-5 x W-0' I I t s Dw \ I �I _ ' ' DN TO 1IIYI'I' ' I GRAD., �� I . TRASH fl/y . U I-0 id I I I IIlIIIIII�IIII II ENI�LL H A10 I I I ) I �I T_0•a 6'-0' I I .I I I I I � , A0.1 o I f I, L . d l �---J PANTRY I I I II i f I� ICI POOL 1. t6'.o'x I B'.0') I Y PDR RM MUDROOM - LIVING AR I 11 I ]otDe-0 I` 16loe° TOP OF PROPOSEDI J RETAINING WALL TO 1---� I of! BE AT ELEVATION 6.5't � �II � illl 1 GAB RREPIACE ' {� ,[� JU'15ROUOOR 'SHOWER SF7ElVEs I � --- — — IiIIIIIIIIli11•I! IIIIIIII III+I I � 23.6• 02552 34'.6 0 S DN 70 CC ��` F N — PARKING SPACE(9'X19'1 .�/ PARKING SPACE(9'X19') GRADE 1 . . n0.t APPROXIMATE PROPERTY LINE EQEVE �p p � JUL 1 3 2023 ' Southold Town Board of Trustees FOLEY FIORE ARCHITECTURE 16 January 2023 316 Cambridge Street Cambridge MA 62141 617.547.8062 4155 BAY SHORE R D Proposed First Floor Plan s F' = p-0" 9' PROPOSED FLOOR AREA 1 PROPOSED = 1040 SF 34-6' . . 23 6' El 206 PRMARY BEDROOM - I�05 0- _1BATHROOM 201 11'1'-0 X6'-8BA ' I IJ I I T CP L01 . .. _ STAIR HAIL 2 6'-6'z 9'-9' — T�PRIMARY BATM.�_ _ GABLE DN 15R ❑ �"`�� �`�� �C�� i I I J I� I i � i BEDROOM ❑ o • 1 I'-6'z I7'-7' � I I � _ 1 { .❑ BEDROOM. i Z03 I 13'-7%1 V-6' I I I UP 14R - _DOOR BELOW I i 1 s J `'I1 ,. gyp. 5 J U L i 3 2023 IL N � Soutllolrl Town Boar,of irustees FOLEY FIORE ARCHITECTURE 16 January 2o23 316 Cambridge Street Cambridge MA 02141 617.547.8002 41 ,55 BAY SHORE R'D Proposed Second Floor Plan 8" PROPOSED FLOOR AREA PROPOSED =414.SF J� IAVE SPACE I I T . . II 34'fi' .. VJALLIMERSECT WRH RAFTERS AT 5'0' . ATTIC STORAGE DN 14R -' WALL INTERSECT WITH II RAFTERS A '-0' III III � II SPA�EAVE CEl � � J. . II II' II E A� e r E if � E C E �r u JUL 3 2023. sA No. 0255 0¢ F NE � southow Town Beard cf Trustees FOLEY FIORE ARCHITECTURE 16Ja uary'2023 4155. BAY SHORE R D Pro os Attic Plan 1 1'-01, 316 Cambridge Street Cambridge MA 02141 617.547.6002 8 saa�rul}o p�ao8 ---1 ul"01 Wilms I I _ I II 10:12 10:12 Sf: I I r I I 12:12 I - ' SLOPE IN 2. 12:12 I - � I I SLO E DN 10:12 10:12 - I I I All M 0255 6 January 2023 FOLEY FIORE ARCHITECTURE 4155 BAY SHORE RD Prop RoofPlan 316 Cambridge Street Cambridge MA 02141 617.547.8002 - i saaasrul10 ping — U7Aol P10411110S PROPOs�ArnC CEILING �Zoz c inr '� ! O t `—^{e ,i ye I � I 1 1`I rt 25 ,} �l 31 ,. !1 eevj� PROPOSED ATTIC SUBFLOOR � I � I I '•'�, rt, I i 1' �ii 1 I';� - 1' if II 'T: I � ! -�•. V I 'i 041117f ill 11 1 '1]ff-1 ., e 1' I' 1 it I 11 1 NATURAL CEDAR SHINGLE SIDING 1 I 1 1 I l u l 7 2 15 . h PROPOSED SECOND FLOOR SUBFLOOR ^` V' I lilt 1 PAINTED EXTERIOR GRADE WINDOW TRIM � II FIRST FLOOR ELEVATION DETERMINED BY FLOOD ZONE � ���BD ��' , � n �� - —O r�` 11 � `' _O— DETERMINED FLOOD ZONE - ' ,I PROPOSED WEST ELEVATION V T.O.FIRST FLOOR SUBFLOOR Tl 11 r i� 'I I• 1 I PROPOSED ATTIC SUBFLOOR 1' 1` 1 1..22 1 33 1-WP 24' PROPOSED SECOND FLOOR SUBFLOOR ' -' 1 T ' 1 ,'1 . � till lilt It 1 11 Mill �.9 Ur II W16"'7m, JT.O.FIRST FLOOR'SUBFLOOR _ TIO FOLEY FIORE ARCHITECTURE 16Januaijr2023 316 Cambridge Street Cambridge MA 02141 617.547.8002 BAY SHORE, R D . . Proposed Exterior Elevations 811— 1:Orr PROPOSED ATTIC CEILING Saa}SfL,j;O PJ208 STANDING SEAM METAL ROOFING,COLOR TBD - 1JM01 ploUn� ��� ' - - " - PAINTED EXTERIOR GRADE FASOA �ZOZ 7 h PROPOSED ATTIC SUBFLOOR 1 WINDOW -PAINTED EXTERIOR GRADE INDO TR f~ II f - Id V ALUMINUM CLAD WOOD WINDOWS AND DOORS V 20 }' 21PROPOSED SECOND SECOND FLOOR SUBFLOOR - SHINGLE SIDING I'! +I I. I' O 1 t 1 I 1 1 1 i - it I,li�l i'lil�l i it IJ�L�J.1 :1`I W 'BASE' WOOD PLANKING A T T.O.FIRST FLOOR SUBFLOOR ------- - 1---- f' ' — ---n PROPOSED EAST ELEVATION 1 i I STANDING SEAM METAL ROOFING, . . COLOR TBD PROPOSED ATTIC SUBFLOOR I LI r r - r B WOOD BRIS SOLEIL 20-- EXT. WOOD TRIM AND PLANKING "� ' " ' "' — 4 t" -r �% ;r's�Ii _ PROPOSEDSECONDFL06RSUBFLOORT+EXT.GRADEWOOD OVERHANG - n - l I {� -1lCABLERAIL SYSTEM WITH METAL _GRADE WOOD @ OUTDOOR SHOWER _ llI 'I{ Tf POSTS AND WOOD HANDRAIL . . . �•'. _ 1pl •:.P. _� J. 1 � U,�j �y ,I I ��T I 1 �'�� L� ' t I .G' _ _ — _ � _� _ _ ///n/ BLUESTONE CAP AND NATURAL STONE VENEER OVER RETAINING WALL,HEIGHT 4 __ 1 ,j,�J{ I(I•TLII -� _—,_ T.O.FIRST FLOOR SUBFLOOR A PROM ED SO TI . OF WALL @ELEV 6S'3 I T�-+ya�uu:.lu �. __ i� Ii1TfY7 J ll 1 i it i 1 �Y iYli'i� 1_ S FOLEY FIORE ARCHITECTURE 16January2023 316 Cambridge Street Camhridge.MA 02741 617. 4 1 5 5 BAY SHORE R D Proposed Exterior Elevations 547.8002 . - _ _ _ 8 A • qw&x i r 100, po PIER LINE BETWEEN PRINCIPAL STRUCTURES A 1� /- ON IMMEDIATELY ADJACENT LOTS d t• jyf l+� 1 s �I >M 31 t _ A FOLEY FIORE ARCHITECTURE 16 January 2023 316 Cambridge Street Cambridge MA 02141 617.547.8002 4 5 BAY SHORE R D Pier Line Diagram -Propose Design Not To scale Isn SEE%C HO a<6 I)IP-.. , 1033 ,i� MaTCH ��' s @' •� sournoLo � 1 i kF!Q . � t •n y�' � fIIH.NftcELHo "l TWy) �. • > s REE 9EC Nf. alo3- GOVNTVOF 6UFfOl% 63 TQWn.Of 80YInOlp .. IOM ar�r rowu uF soulHUE° 1 r T.-of � I w - et ,t.f re µq>d nli i3or�wrrax <. _?°,LVTmHOLu , COO `_A4�EFtSPN;�`' t'x e �, mw.''" a�,. 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T COUNTY OF SUFFOLK Czi NOTICE ,aw sedan w s, v lR� y___ �r wM: 053 p ww. w.xur "•• ---- .r......r.rr Itt) .:,; T waern wptrta tgwEEw cr Tn=. p a+.... _____ °"�'•^ _-____`�..: 8 nE..L woreev Tu�rvrt.cecv `�"1e (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF iECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EMTINC STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE POT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SE 1 SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY I::PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION IERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)do CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. HEALTH DEPARTMENT USE 400 Ostrander Avenue Riverhead, New York 11901 gm'I.ga hales tel. 651.127.2303 fax. 631.727.0144 Nadmin@youngengineering.com TEST HOLE \\ �pter) / BY McDONALD GEOSERVICES Howard W. Young, Land Surveyor W`tbPUb1ic / , ? DATE:08/16/2021 10:30am Thomas 0. Wolpert, Professional Engineer n�m nn� `pWe`1�ng/ a EL=3.7 DARK BROWN oo Douglas E. Adams, Professional Engineer LOAM Daniel A. Weaver, Land Surveyor 6 \ VY E (OL) 1.0' ` BROWN CLAYEY SITE DATA " SILTY gmWaaoanle (MH) 6W EL=1.1 2.6' AREA - 6,771 SQ. FT. CMF \ WATER\ IN BROWN CLAYEY EY *SUBDIVISION-"AMENDED MAP A PECONIC BAY ESTATES" FILED IN THE\ �+ SILT OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 19,1933 AS FILE NO.1124. {� (MH)O S 5.01 * VERTICAL DATUM =NAVD(1988) WATER IN *SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO159 H LAST DATED m\ I T BROWN FINE SEPT. 25,2009.t 1 A C," ✓ y TO COARSE bailsJ\- gay E e m WITH HEari GPA EL DEPTH TO GROUND WATER = 2 FT. Qerorlc vJpter� �RgANGG � ��I (SW) * NUMBER OF BEDROOM EQUAVALENT -3 \ ea Map bPub\%C OF otiS O u � Amena WTJ LZMI� 5Q'F�l OF 561009'04"W 130' * OWTS CAPACITY REQUIRED =40o GAL �• \ ti �pw yEp �`'15� SED�pC�H�uSE 3.31' * OWTS CAPACITY PROVIDED =500 GAL \ \ Ay�Q PRO RNA PROPORy FRAM 1�132, I GRo GROUNDWATER LEACHING REQUIRED =300 SFSWA 3 a� P5 NIy 5. �DROOM� ✓ 1602°�Ol'57°E * LEACHING PROVIDED =USE ALTERNATE SYSTEM \ CO P N� SyS Rox�,°c' TO � 'V fJ y� 1 3.21 1 r O Ny \ r P NIT R NEpIN WDf � 1 ✓ \ 9�0W�R OF C 6E FOR DNCNO S r - n N_ 11 1 -Z \ \ R PRO A Dr15 5T A ARD 1 10 Q"0 ,r V \ s ` PRO,?0 5VD 6 A T�jE 235 N 1 U I m o 1 04`�' 1 �` m Q ENGINEER 5 CERTIFICATION E a E 3.02 e \\ � R ,3oOQ`�� � E � •tl ,',`. 'e, ? 1 Z W 1 � No Zym N n"rpIgW55oci"I4s \ CMF N1 E , -`� o' i 25 a° '15 ' ,1 m N P G'p �, Z "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL \ o \ E/ IN \ ». 6.35 1 1 �p W �,zi SYSTEM 5 FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY 0 3.65 10'M I �FFL o f 1 s q O O Z e� / s No w G N lu DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5T IL, Lot 75 ,; o f I o O .o '1 c 1 T o -r, o \ " R - O o(� O i n G v Z SITE AND GROUNDWATER CONDITIONS,ALL FACILI ��SA P 4 O C U'(ct 1 n �p fit Z N G� 100 4.38 4 *f�5E��sc 70* �P *70 o N\ ,.; o�o Cl �, ; o I rn 1 r v CONFORM TO THE SUFFOLK COUNTY DEPARTMENT1I�Q1jb �• 4.47+ SERA ' » 3g0' - O �o CONSTRUCTION STANDARDS IN EFFECT AS OF S(D v (U' oo ; FE 1 LP I,P M 4.1 w/ .' to 1 1 1 CMF �r.S:" _wn O \\ 3\ �: 7.0 i � LP w w v�' > zoo' .i_ 1 ,:.:.. E o�= i m �: >. % ''r�rn �,. '� ( *7.0 r ' -' +a.74 ROCK Z >f \ Z \ C� 1 TN�1 J� 4.05` .. 1 z - .; h /w b©C? O (5 r (v ` ' HO ARD W.YOUNG,N.Y.S.L.S.NO. A 6 483 C�? \ S 43 MIN TGFLS 7.5 SYONENP : THOMAS C.WOLPER.T,N.Y.S.P.E.NO.61483 �OF t w 9..._h * o - w FR N DOF 11 _ 6.5 �� ✓ � w AM ��E DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 SSIONA J` 'pRO?05"-D,1D•"_- .. NI v , Oq VV N0V5E L���NGE ». SURVEYOR'S CERTIFICATIO STOP lip,O R O W gNutg a�nriMes o \ �4,20 .2* �" �` ✓ PMe VA5 T Ic 10 PRSS O�'DOOR 5N0 rR *WE HEREBY CERTIFY TO R I C H A R D J E N S E � �� CMF FR p6E AgPN OV T6 " J E N S E N THAT THIS SURVEY WAS PREPARED I RC \` r = 3.42 orR 05 p ,,a\\1i0T\- apy EStpt�s CODE OF PRACTICE FOR LAND SURVEYS ADOPTED, Y W S O� )- PROP E 5Ub Ic ASSOCIATION OF PROFESSIONAL LAND SURVEY,' ft. O \ +4.1s `\ 5ER Gti RPROOF aea Mpp Aw t pub�icWpte, ,, / r- _ }y1.1 C1 N \ We11m9 , , / n , ,Ta�� , r� �=j \ \ p05Ep WALL Lp . e.j fJ w \ \ �AzNZN6 / , - - 2 / a;. - - , NOTES I. THE OWT5 SHALL BE MODEL GEN 5 MANUFACTURED BY FUJIGLEAN USA. HOWARD W.YOUNG,tq. .S L.S.NO.ff93 ® off`?• DANIEL A.WEAVER,N.Y. eIY771 k A°N D 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRE5ENTATIVE, AND 5GDH5 \ / REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OlNTS AND ' LEACHING 5YSTEM. APPROVAL FROM ALL THREE PRIOR TO BAGKFILL. SURVEY FOR CMF \ / 3. THE 5Y5TEM 5TAR7 UP WILL BE COMPLETED UNDER THE DIRECT RICHARD JENSEN & KASIA JENSEN .o SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. LEGEND , 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE LOT 75 'Neer) MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO "AMENDED MAP A PECONIC BAY ESTATES" ALF =ALUMINUM FENCE ` WlthPub�`c THE 5UFFOLIG COUNTY DEPARTMENT OF HEALTH 5ERVIGE5 (5001-15) PRIOR CC CONCRETE CURB \ \ CpWe\Gn9 TO APPROVAL OF THE I/A OWTS REGISTRATION BY THE SGDHS IN at Arshamomaque, Town of Southold AGCORDANGE WITH ARTICLE 11� OF THE 5UFFOLK COUNTY SANITARY CODE. Suffolk County, New York CLF =CHAIN LINK FENCE \ ' CMF =CONCRETE MONUMENT FOUND N CM5 =CONCRETE MONUMENT SET 3 \ \ , / a CSW =CONCRETE SIDEWALK \ / ADJACENT AREA LOT COVERAGE BUILDING PERMIT SURVEY bI = DRAINAGE INLET EOP =EDGE OF PAVEMENT / ADJACENT AREA = 6,171 So. FT. G � County Tax Map District 1000 Section 53 Block 06 Lot 21 IPF =IRON PIPE FOUND % \ \ , , EXI5TINI5 9 OL =ON PROPERTY LINE ni- w \ _ / 1 STORY FRAME HOUSE = a5l 5a. FT. = 12.7% FIELD SURVEY COMPLETED SEPT.08,2021 a PO =ROOF OVER Qh \ GARAGE = 345 50. FT. = 5.1% MAP PREPARED SEPT.09,2021 WIF =WIRE FENCE ✓ '\c ASPHALT DRIVEWAY = 5511 50. FT.wptzr� LANDINGS I$ 5TEP5 = '759 5 50. FT. = 1.10 WDF =WOOD FENCE \ Qub\ = I.q% Record of Revisions WSF =WOOD STAKE FOUND \ CpWel�in9 REVISION F- y DATE WSS = WOOD STAKE SET GENERAL AMEND ENTS PATIO = 128 SQ. FT. = 0.690 ! � y�-�.-•�.�...dr�_._. =UTILITY POLE \ TOTAL = I,'74l 50. FT. = 25.590 -'- 1� It = FIRE HYDRANT \ PROPOSED GENERAL AMENDMENTS GENERAL AMENDMENTS I! AN.16 2023 • = 062022 END OF DIRECTION/DISTANCE / \ 2 STORY FRAME HOUSE = g011 50. FT. = 14.690 WOOD DECK = 2201 562. FT. = 5.4% GENERAL AMENDMENTS jUL 1 3 20 UNE 09 2023 / \ POOL = 10,5 Sa, FT. = 1.6% 0 TOTAL = 1,325 50. FT. = Iq.690 I m 20 0 10 20 - -._..40._.r 60 P ISLAND VI Scale: 1" - ZO' E•v LANE JOB NO. 2021-0240 DWG. 2021_0240_bp4 1 OF 2 (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOTTO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONEIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTIDUTION CERIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD CBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. HEALTH DEPARTMENT USE 400 Ostrander Avenue, Riverhead, New York I►a01 tel. 631.727.2303 fax. 631.-12-1.0144 Nodmin®youngengineering.com \ TEST T HOLE ou �4�� �� BY McDONALD GEOSERVICES ` �ta�►Ja�er �� DATE:08/16/2021 10:30am Howard W. Young, Lond Surveyor ` .%A\A / � Thomas G. Wolpert, Professional Engineer w Douglas E. Adams, Professional Engineer b DARK BROWNDaniel A. Weaver, Lond Surveyor (OL) 6 \ 7.- 1.0' BROWN CLAYEY SITE DATA SILTY rco+m aoaa(rs Q✓ �'' (MH)CMF GW EL=1.1 2.6' AREA = 6,771 SQ. FT. � s \ t WATER BROWN CLAYEY A *SUBDIVISION-"AMENDED MAP A PECONIC BAY ESTATES"FILED IN THE SILT OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 19,1933 AS FILE N0.1124. N NO S (MH) 5.01 * VERTICAL DATUM =NAVE)(1988) \ \\ T9TT em *SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO159 H LAST DATED \ WATER IN � r BROWN FINE SEPT. 25,2009. \ \,OA-T " ✓ ✓ TO COARSE SAND WIT14 ub6\v\S`°v\\�gay Est HEAVY GRAVEL * DEPTH TO GROUND WATER = 2 FT. \ \ O d Map APepu `Nater) b Tc OF DSS�RgPNGti (SW) * NUMBER OF BEDROOM EQUAVALENT =3 1\ \ O V � Pop-IN, oWe�Ga9W'th \. 5Q�> 06 & VSE 9 '' 561009'04"W * OWTS CAPACITY REQU ED._ =400 GAL 13.0' 3.31' * OWTS CAPACITY PROV EDt ✓, U =500 GAL S 1 �� �p05E.� 0Q05` R 2' HIGHEST EXPECTED 6 \ �� pP �pRy Z 5'C�R4�oM� 1�1 509001'57"E GROUNDWATER EL=1.1 * LEACHING REQUIRED -<< =300 SFSWA \ \ 5PN M gEDR LEACHING PROVIDED ( =U51`AL ERNATE SYSTEM �� \ t\ co P NE\ 5y5 �o�o Mto (3SS Za 1 3.21 1 r o 16.29 13 +a 2 9 (1123 LOi \ APPROSPRVSyEpiN ` WOF tl 1 Z ' !/ J ✓ \ \ g�°W� OF eE oR AN�Nfl t Rp`t0 ACC HS 5SA y- tl 1 O i0l rilil�70{V11 \ P(� 5Cb J\�1` .._ \ H Boar-J 0,Trus.ecs \ 5Et A�'V �� II 40 0 1 N m p�?oNzN�W -4 Z43, p 3.02 O ENGINEER'S CERTIFICATION A E e :l` No Z9'�rT I' 9mawassodat s \\ CMF N1 C• E -` 1 f 6.35 25 6a. -6a', \ G �,-P 7- �f I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL \ / / 11� 1 �\ 70 1 m N P cTT v \ e MIN I 1 9 Q SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY a 3.65 10' 1FFL o 'T 1 4 A ( `�O� 0 1 P T N A p r DIRECTION.BASED UPON A CAREFUL AND THOROUGH STU�Z-. O L, Lot75 p� oo� oO o }\ � o I - \ * e \ '"" \, R` - O o O u, m v Z SITE AND GROUNDWATER CONDITIONS,ALL FACILI b �1 P bP ED /\ 4.38 r 4IC 7.0* ;.�. mom � o o d � (c+ I\ -n � ;: (TI Z �, � 2 + � ESE CE Lp *7.0 o N` ? N o \ m \ �' CONFORM TO THE SUFFOLK COUNTY DEPARTMENT F H� SER IcE�g 4.47+ SER �"� 1 SN o tT �> v 70 O, o r0�°u t)..:,r7 �� 1\ l \ \ Z Lp M m ('O ,\ 35 CMF `° F CONSTRUCTION STANDARDS IN EFFECT AS OF 3�A y� o a`o \ + Dp 4.1W Q5. 1\ X v r.# i. � 7.0* LP 110 1D 1 o 2 ►; Cr_ ` W > „2 z y LG +4.74 SE N r 4' 0. VA u ROCK 1 r+ C= 7 O ►; I"- 1i5,'i;ll L�Ll� �5 �� N 133 a �1 a o W MM o DRAINAGE CALCULATIONS 0 8 *7.5 \ oNE 1" 1 • HOWARD W.Y N.Y.S.L.S. 45893n \• `�� t�� 3 W YGFL Wf N 1 THOMAS C.W T,N.Y.S.P.E.NO.61483 �FESS` VOLUME REQUIRED(ROOF AREA 1) \�-��----- v i° p b' *6.5 'o va ME OF 1 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 a - a 59 �L' t. "" .. .� FR USE LZNE g^ 575 SF x 2/12 x 1.0 =96 CF o� S 'L , pO",sE p...,.,...' W .,, "`'' o NO ��NG`G L. `s c �� W '3o0o c44 V u? 5Z\,C 1 VOLUME PROVIDED 6 USE 3 LEACHING GALLEYS(LG): y 5.z o oR >H- 5 E �; SURVEYOR'S CERTIFICATION---- \ Q t ref f s�c�NGW�og OpOsrGb 5N0�rR (3)8.50x4.75x1.25' DEEP GALLEYS = 120 CF u�sa�«wm o 4 2* ,� AMe EXs5sR�tcEooNtio UF pR �oOpR *WE HEREBY CERTIFY TO R 1 C H A R D J E N S 1E� S! ` a \ 4 20 ?'` 3 42 6pRp6� PgA`, OV �0t-1 at e" VOLUME REQUIRED(ROOF AREA 2) J E N S E N THAT THIS SURVEY WAS PREPARED CCq, RIB E WI 1 o \ \ 05Ep a\�\5\Oh gay GS1 416 SF x 2/12 x 1.0 =69 CF CODE OF PRACTICE FOR LAND SURVEYS ADOPTED 1E,-�„IYORK-STA- Q� +419 \ PRE�R Sub/ P�oon\e ateel VOLUME PROVIDED ASSOCIATION OF PROFESSIONAL LAND SURVEY, 5, `� 4f.a_�Y� 0 ` i \ W RAGE OpF a me� b USE 2 LEACHING GALLEYS(LG) ae ✓M' , Z I e11\n9 W`tb ,/ (2)8.50x4.754.25' DEEP GALLEYS =80 CF �� `y F % Cj *; \ \ p05Ep`N�A�U \ R d-rWVL"LNGNOTESJ!�� c^a As8 I. THE OWT5 SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. HOWARD W.YOUNG, Y .L.S.N 5893 ` �q 9 3 J! ` DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 1VD SUR` 2. THE PE516N ENGINEER, FUJIGLEAN USA REPRE5ENTATIVE, AND 5GDH5 \ / REPRE5ENTATIVE5 SHALL OB5ERVE THE INSTALLATION OF THE OWT5 AND LEACHING SYSTEM. APPROVAL FROM ALL THREE- PRIOR TO BACKFILL. Z / SURVEY FOR CMF �\ , / � 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT RICHARD JENSEN � KASIA JENSEN .o 5UPERV IV ISION OF A FUJIGLEAN USA REPRESENTATE. LEGEND 4 4. AN EXECUTED OPERATION AND MAINTENANCE GONTRAGT BETWEEN THE LOT 75 gngnn a wriato \ \ water) MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO "AMENDED MAP A PECONIC BAY ESTATES" \ ithpub`�c THE 5UFFOLK COUNTY DEPARTMENT OF HEALTH SERVIGE5 (5GDHS) PRIOR ALF =ALUMINUM FENCE \ \ Wei\\r9W TO APPROVAL OF THE I/A OWTS REGISTRATION BY THE 5GDHS IN at Arshamomaque, Town of Southold P� s CC =CONCRETE CURB \ AGGORDANGE WITH ARTICLE IQ OF THE 5UFFOLK COUNTY SANITARY CODE.CLF CHAIN LINK FENCE Suffolk County, New York = \ M CMF =CONCRETE MONUMENT FOUND t N CM5 =CONCRETE MONUMENT SET \ \ , / N CSW CONCRETE SIDEWALK / ADJACENT AREA LOT GOVERACGE BUILDING PERMIT SURVEY a DI = DRAINAGE INLET s \ EOP EDGE OF PAVEMENT ADJACENT AREA = 6,"171 50. FT. IPF =IRON PIPE FOUND % \ �� EXISTING County Tax Map District 1000 Section 53 Block 06 Lot 21 o OL =ON PROPERTY LINE ctL \ o\ / I STORY FRAME HOUSE = 85-I SO. FT. = 12.7% FIELD SURVEY COMPLETED SEPT.08,2021 ° RO =ROOF OVER P* \ ar GARAGE = 348 SQ. FT. = 5.190 MAP PREPARED SEPT,09,2021 WIF =WIRE FENCE P'i \ Q erg LANDINC75 4 STEPS = T5 50. FT. = 1.1% WDF =WOOD FENCE \ Wtthpub�icw°t A5PHALT DRIVEWAY = 33Q 50. FT. = IA% Record of Revisions WSF =WOOD STAKE FOUND \ `pWe#%`I PATIO = 125 50. FT. = 0.6% REVISION DATE WSS =WOOD STAKE SET �, =UTILITY POLE TOTAL = 1,74-1 50. FT. = 25b% GENERAL AMENDMENTS MAR 09 022 BE DATA P 19,�Q22 = FIRE HYDRANT \ PROPOSED GENERAL AMENDMENTS DEC 0 s =END OF DIRECTION/DISTANCE 2 STORY FRAME HOU5E = gotl 50. FT. = 14.6% GENERAL AMENDMENTS JAN.16 2023 \ SQ. FT.WOO GENERAL AMENDMENTS JUNE 09,2023 / WOOD DECK = 22ci = 3.495 ADD DRAINAGE AUG.29 / POOL = 105 50. FT. = 1.695 2023 TOTAL = 1,525 50. FT. = 101.6% 00 20 0 10 20 40 60 ISLE Scale: 1" = 20' Nb VIEW LANE JOB NO. 2021-0240 a DWG.2021_0240_bp4 1 OF 2