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HomeMy WebLinkAbout1000-10.-3-4 �� OFFICE LOCATION: OQF S�UTyOI MAILING ADDRESS: Town Hall Annex Q P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G Telephone: 631 765-1938 �OIyCOU�,�� LOCAL WATERFRONT REVITALIZATION PROGRAM' TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From- Mark Terry, AICP LWRP Coordinator Date: October 6, 2020 Re: LWRP Coastal Consistency Review of R. BRADFORD BURNHAM III SCTM# 1000-10-3-4. R. BRADFORD,BURNHAM III requests a Wetland Permit to construct a new 455sq ft. one-story detached residential garage with an attached 3'x10' concrete apron. Located: 2646 Peninsula Road, Fishers Island. SCTM# 1000-10-3-4. 1 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 proposed action is CONSISTENT with the LWRP policies and therefore 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: Damon Hagan, Assistant Town Attorney Town of Southold RECEIVED LWRP.CONSISTENCY ASSESSMENT FORM OCT ® 2 2020 Southold 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, 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..siWficard beneficial-and adverse effects upon the coastal area(which includes all of Southold TownL 11 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 exnlained'in.detail,.listing,both,:sannorting-and._non- suippordng_faets. If an action cannot be certified as consistent with the LWRP policy standards and conditions,itsliall 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# 10 3 - 4.1 PROJECT NAME Peninsula Road Garage The Application has been submitted to (check appropriate resp se): Town Board ❑ Planning Board❑ Building Dept. 0 Bo/of stees 0 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: Construction of new detached residential garage R Location of action: 2464 Peninsula Road, Fishers Island Site acreage: 0.69 ac 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: R. Bradford Burnham, III (b) Mailing address: 40 5th Avenue,#12E, New York, NY 10010 (c) Telephone number: Area Code( ) 631-788-7871 (d) Application number,if any: � _ Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes F)-'! No,Fl 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 III—Policies; Page 2 for evaluation criteria. ;FXJ Yes n No [:] Not Applicable The proposed action is consistent in scale and use with the adjacent properties and surrounding community. 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 There are no significant historic or archaeological resources at this site. 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 X Yes '❑ No ❑ Not Applicable The proposed action will be minimally visible from any public areas or rights of way. 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 D Yes E. No ❑ Not Applicable The proposed action is not located in a flood or erosion hazard zone. 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 Ell 0 Not Applicable The proposed action will not impact the water supply. 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. Fx] R' ❑', Yes No Not Applicable The proposed action will not have a significant impact on ecosystems. 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. n Yes 0 No M Not Applicable The proposed action will not have a significant impact on air quality. 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 The proposed action will not producea significant amount of waste. 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 El Not Applicable The proposed action will not impact public access to waters, lands, or resources. 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 ZI Not Applicable The proposed action will not impact water-dependent uses. 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. El Yes Ej' No ] Not Applicable The,proposed action will not impact marine resources. 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.h6n Yes �I No 0 Not Applicable The-proposed action will not.impact agricultural lands. 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. El Yes ❑ No Q Not Applicable The-proposed action will.not involve energy or mineral resources. 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A PER 11- DO 4 V no EWAO 51� 0\ ° 1 COASTAL EROSIbq Z U HAZARD LINE!" 0, ar VE FLOODZONE \ A hi .1 _. 1 :5 1 -t--- ELEVATION�0 P6 Z� NNW - 1jan N�z�P'j%1EN PROPERTY LINE scale - ' "A 1 12 SETBACK PER 1/32' 1-0' 12 PZBAVARIANCE Date Lme KEY PLAN 10 Aug 2018 Zoning Board of Appeals 19 Sept Zorjfol,-rd.of A,peols 20 Ap 2020 Issu P. 18 une 2020 Zoning Board of Appeals 8DECI June 2020 NYS D 18 2020 Southold Trustees Y18 une 2020 Building Department TO INSTALL PLUMBING 'p- NOTE THEREIS NO INTENTION AND/OR KITCHEN FACIUTIESVvITHNTFIS j 7 GARAGE STRUCTURE � � of r�� 2 4 6J :(Bo 10t 012,1 -- 0 ,� G-AO01 0 1 SITE PLAN - FISHERS ISLAND PENINSULA - LOT #1000-10.-3-4.1 (V) JUN 2 4 2020 Site Plan Boal 0 D! 1i F J I I II I I 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 Peninsula Road Garage Fishers Island CONCRETE I New York 06390 WASHOUT AREA I ArchpectBurnham&Bunrick 48 West 37th Street 14th Floor — New York,New York 10018 CONCRETE WASHOUT PIT Telephone 212.768.7676 NOT TO SCALE ....... Fax 212.840 9871 SILT FENCE:LIMITS OF CLEARING, I I .....,...o.o.. www mbborch.com GRADING,&GROUND DISTURBANCE AREA=40001 SF PRESERVE AND PROTECT I I aSJ� EXISTING TREE;REVIEW 1 f \ \1 SITE WITH OWNER 16 I I` X o — I \\ I f STOCKPILE AREA I I I sT�ti� o I I 17-101/4 I I I � PLAN 4• FIS�eR F — � gRRI J' 3, CONSTRUCTION ENTRANCE I LINE PIT WITH 1MIL I�-4,—� — PLASTIC SHEETING,, KEY _ - ENDS INTO GRADE PROVIDE STRAW BALES BACKED NOT TO SCALF SECTION WITH SILT FENCE(TYP) - - DQE GRAVEL WOVEN WRE FOOT PATH GAUGE%MAX N 6E'MESH SPACING) 14 SILT FENCE Dw~ ^�. SPACING) .16'>�'6 r - 36"MIN LENGTH EL.EV.'q_ 10 MAX CEN FENCE _ I WOVEN WIRE FENCE(MIN I �R TO CENTER POSTS 16DRIVEN 14 1/2 GAUGE W/MAX III III INTO GROUND V 6"MESH SPACING)WITH z „ 3 � FILTER CLOTH � 36"MIN FENCE POST o UNDISTURBED FLOW III&;ROUND III HEIGHT COMPACTED SOIL OF ~ FILTER.� _a- _ _ EMBED FILTER VA!�AAVA��A� ,o o / 16'MINI rpp x _ Q CLOTH 7 ^ A MIN OF 6"IN MIN 6 �0 " GROUND W- SECTION VIEW ZCONSTRUCTION SPECIFICATIONS PERSPECTIVE VIEW" 18 LU \ :s? SITE PLAN LEGEND: MIN SOIL CG�R `° OVER ORYWELL BLOCKS AND CATCH I BASIN GRATE TO GRADE 0 FILTER FABRIC (NEENAH R-2525—F)OR EQUALSmk 12 V NEW CONSTRUCTION \\ 1/8--l--O- I4'-5 3/4" I o0 Issas m® ® ®m 10 Aug 2018 Zonng Board of Appeds \ m®®® m _ 19 Sept 2018 Zonng Board of Appeals \ I I DRAINAGE CALCULATIONS: 4.SDR 35 P/C °® ® ® ° 20Apn1 2020 Issued forPnangg 18 June 2020 Zordng Board otAppeds S STONE OR m® ® ® 0 18 June 2020 NYS DEC /✓\ \\ \ \ I Trustees ROOF AREA=526 SF SCREENED GRAVEL . a 18 June 2020 Binding Department REO'D CAPACITY=526 SF X 1.0 X 2/12=87.67 CF 8. — \ 87.67 CF/28.27 CFNF=3.10 VF � \ I USE(1)s X 4'DEEP DRY WELL STORMWADDETAIL NOT SCALE — \ I NOT TO SCALE �RYWELLX\' - 1� �4E FLOODZONE �� -------- __.__ - �� i ELEVATION 10 4,1 t- --„( —A002 JUN 2 4 2020 ; ite Plan I vu 1-d „f SITE PLAN �D 01 "Iff =1,47 - I I I I I I I I I I I I f Peninsula Road Garage Fishers Island \ \ / New York 06390 Murphy Burnham&BuMrick \ 20' Architects i 48 West 37th Street 14th Floor \ / — New York,New York 10018 \ / Telephone 212.768 7676 / Fax 212.840.9871 www.mbbarch.com 1 1 \ 1 G-A405 G-A407 \ G A402 \ 1 PVINVERTER 28'-2° G-A501 SIM BY OTHERS / 26-IV4° / — \\ � 11a 1 /�� (' ROOF ACCESS LADDER — CONCRETE APRON G A502 � — — — _ STORAGE HORIZONTAL BIFOLD DOOR — — — — — HOSE BIBB — w ; Lo G A403 — '`� o \ co m o I Iii N �. — G A406 — L STORAGE0. 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S^t'diciG iG.tlf I F I I I I I I I I I I I I I I I I I I I I L Peninsula Road Garage Fishers Island New York 06390 112'0 SILL BOLTS @ 24'O.C. — Murphy Burnham&BOW& Architects 48 West 37th Street14th Floor New York,New Yor�C 10018 \ #4 BAR @ 24'O.C. a — Telephone 212.768.7676 ® dFax www mbborcc 9 om #4 NOSING BAR Q FULLY GROUTED 8°CMU CONCRETE RAMP \\\ t1`' #4 BARS @ 16'O.C. — , ------ ----___ (2)#5 BARS ALONG FOOTING a Q II a \ \ •-If` a 2-07 d 4d 0 Q a a II 0 QO\ 4\ \ ,,l,t•. \\\ d a d Q d \ a II \ a \ d II \ /\ \\ a 'n Q d a d X Q \\ a, as a a, — �` on or TID non n neoT-1-Or r r 04FOUNDATION DETAIL AT RAMP 031Y,P. FOUNDATION DETAIL FOOTING BELOW big x� SEE DETAILS (2)LAYERS 3/8' 2X8 @ 16'O.C.TYP. REINFORCED 8'CMU PLYWOOD AND SEE DETAILS — SIMPSON HDU HOLD r - - - - - - - - - - - - - - — — —� — sib 1c DOWNS AT THIS FACE — — — — — — — — 1/4'-V-9 CONCRETE Dale Issue 10 Aug 2018 Zonngg Board of Appeds CONTINUOUS ACCESS RAMP I I — 19 fnPa o18 Zoongfo PnrdarofAppeds (4)2X10 HEADER I I I i s June 2020 M'S DEC rd a}Appeals _ DOUG FIR#2 2X8 @ 12'O.C. 5'AIR-ENTRAINED I I I 181June 2020 Buldndg Depoftenl CONCRETE SLAB W/ (2)LAYERS 3/8' W/WOOD BLOCKING 6X6-W2.0XW2.0 PLYWOOD AND AT THIRD POINTS WWF _ SIMPSON HDU HOLD DOWNS AT THIS FACE SAW CUT CONTROL — "t' JOINTS,IYP. L G-A 102 JUN 2 4 2020 Foundation & 02FRAMING PLAN 0 1 FOUNDATION PLAN Framing 1/8'=11471/8' =1'-tr L -- ---� Plans & Details I I I I I i I I I I I I I I I I I I I F Peninsula Road Garage Fishers Island New York 06390 Murphy Bumham&Bullriek Architects 48 West 37th Street 14th Floor New York, New York 10018 Telephone 212.768.7676 Fax 212 840.9871 www.mbbarch.com ------ -- --- ---- - - L— INVERTER --J HA4 V IN ST ON j II I I I I' l h - C*- Ilk f -� T- ti,, scale 1/4'-l'-O' Date Issue 10 Aug 2018 Zoning Board of Appeds 19 Sept 2018 Zonng Board of Appeals 20 A A 2020 Issued for Priongg LEGEND 18 June 2020 Zonng Board of Appeals l 8 June 2020 NYS DEC l 8 une 2020 Southold Trustees _ SURFACE MOUNT 18 June 2020 Bulbng Department LINEAR FIXTURE — ELECTRICAL OUTLET $ DEDICATED OUTLET SWITCH — 2 r----1 HEATER.'-ELECT IC';r. 2 c 0 THERMAL-ST,ORAGEUNIT-- i Lighting & I JUN 2 4 2020th— Electric Plan O Lighting & Electric Plan 1 1/4P=T-Ir � I I I I I I I I I I I I I I I I I I I I I I I I �_--.-�•-�I olr'i o1 Ir,,:� .�,_z,�__-_ �_. Peninsula Road Garage Fishers Island New York 06390 — Murphy Burnham&Butlrick Architects 48 West 37th Street14th Floor New York,New York 10018 — Telephone 212 768.7676 Fax 212.840 9871 www.mbborch.com METAL PARAPET CAP T.O.PARAPET — I — jjl) WOOD SIDING T.O.PARAPET ! (i �! ! 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II I l i Ilil Il ill, fill I i I II III I II i I�! l I - ,� --{ 4'X8'X1tiCMU r ^� L___-!i--- --------- FOUNDATION WALL GARAGE FLOOR 16! - -- --- - �---- -- I i 1 - STACKED BOND — *C9�� .+ scale 1/4'-l'-O' Date Issue 10Aug 2018 Zonn,Board of Appeds 19 Sept 2018 Zonng Board of Appeals 20Apn1 2020 Issued for Pnangg 18 June 2020 Zonng Board of Appeals 18 une 2020 NYS DEC 18 June 2020 Southdd Trustees 18 June 2020 Building Department 01 GARAGE EAST ELEVATION 1M -A402 JUN 2 41�L 2020 ' rarage Elevation f r I I I I I I I I I I I I I I I I I I I I I F I I I I I I I I I I I I I I I I Peninsula Road Garage Fishers Island New York 06390 Murphy Burnham&BuMck Architects 48 West 37th Street 14th Floor New York,New York 10018 Telephone 212.768.7676 Fox 212.840.9871 www.mbbarch.com METAL — PARAPET CAP PHOTOVOLTAIC T.O.PARAPET SYSTEM OVER _ 32-0 MEMBRANE ROOF i lid ! _ III T.O.PARAPET 27-51/2' WOOD SIDING ROOF ACCESS LADDER: FS INDUSTRIES#D5SS — 'i1 � ! II �, .I �I � ! ilil• I II it II ! ' I �! I II � I SII T I , EXISTING GRADE � � SHOWN DASHED _ GARAGE FLOOR III...... �- 16-3' ��i�ilil�il�i����l i _r-� — +•69� / 4'X8'X16'CMU FOUNDATION WALL STACKED BOND Date bwe 10 Aug 2018 Zonng Board of Appeds 19 Sept 2018 Zonng Board of Appeds 20 Apnt 2020 issuedfor Pnang 18June 2020 ZonngBoardo1Appeds 18une 2020 NYS DEC 18une2020 Southdd Trustees 18une 2020 Butdng Department O1 GARAGE SOUTH ELEVATION 1M=1'-0' G-A403 �i 1111 II__,r JUN 2 4 2020 — Garage Elevation _,.; 7 — I I I I I I I I I I I I I I I I I I I I F J I I I I I I I I I I I I I I L Peninsula Road Garage Fishers Island New York 06390 — Murphy Burnham&Bultrick Architects 48 West 37th Street14th Floor New York, New York 10018 Telephone 212.768.7676 Fax 212 840.9871 www mbborch.com METAL — PARAPET CAP _ T.O.PARAPET 32-2° — Ili ! i T.O.PARAPET IIiljl � � j 11 i!Iifl � i lijilli ,! �I Ij III II li ; j , � jlillj !� iIIII � ( Iljjilll II , 2T-51/2' WOOD SIDING ROOF ACCESS LADDER KOLBEVISTALUXE ALUM.CLAD WOOD WINDOW EXISTING GRADE _ GARAGE FLO l iIIi I li! i I!llll�l! 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I ji � I ' �I II j SHOWN DASHED _ scab 4'X 8'X 16,CMU 1/4-1'-0• FOUNDATION WALL Daft Lna0 STACKED BOND 10 Aug 2018 Zonng Board of Appeals 19 Sept 2018 Zonng Board of Appeals 20 Apnt 2020 Issued for Pnangg 18 June 2020 Zonng Board of Appeals 18 June 2020 NYS DEC 18 June 2020 Southold Trustees 18 June 2020 Bulcing Department 01 GARAGE WEST ELEVATION 1M=T-0' 1,1 JUN 2 4 2020 -A404 I F 11 arage Elevation I I I I I I I I I I I I I I I I I I I F Peninsula Road Garage Fishers Island New York 06390 — Murphy Burnham&Bultr'ick Architects 48 West 37th Street 14th Floor New York,New Yor�C 10018 — Telephone 212.768.7676 Fax 212.840.9871 www.mbbarch com _ T.O.PARAPET 32-2 MEMBRANE ROOF — (SLOPE 2'PER FOOT) ON 2x8 JOISTS co14 14- v T.O.PARAPET 2T-51/P' WOOD SIDING ON 2X8 _ FRAMED WALL N i °0000000° ! - . 0.a O O CONCRETE SLAB GARAGE FLOOR ` — _ 4'X8'X16'CMUON 1 FROST PROTECTED SHALLOW FOUNDATION Seab 1/4' 1'-0' Date Issue 10 Aug 2018 Zomng Board of Appeals 19 Sept 2018 Zomy Board of Appeals 20 Apel 2020 Issued for Poona8 June 2020 Zoning Board of Appeals 18 June 2020 NYS DEC 18 une 2020 Southold Trustees 18 une 2020 Buldng Deporhnent O GARAGE EAST-WEST SECTION LOOKING NORTH A405 IM—1'-0' J +t � 2 4 2020 i r a ra g e -- Building Section I F Peninsula Road Garage Fishers Island New York 06390 — Murphy Burnham&BufMck Architects 48 West 37th Street14th Floor New York, New Yor�C 10018 Telephone 212 768 7676 Fax 212.840.9871 www.mbborch.com _ T.O.PARAPET MEMBRANE ROOF 32-p• (SLOPE 0 PER FOOT) ON 2x8 JOISTS d WOOD SIDING ON 2X8 FRAMED WALL T.O.PARAPET 27-5 1/2° M N RENL ITA NUFOLD BIFOLD DOOR — Co GWB PARTITION Co — CONCRETE APRON r GARAGE FLOOR 76, Scale 1/4'-1'U' FROST PROTECTED Dote IsS1e 10 Aug 201B Zonng Board of Appeals SHALLOW FOUNDATION — 19 Sept 2018 Zorn?Board of Appeals 20 Apnt 2020 Issued for Pnang 18 June 2020 Zonng Board o}Appeals 18 une 2020 NYS DEC 18 une 2020 Southold Trustees 18 June 2020 Bulr;ng Department 01 1GARAGE NORTH-SOUTH SECTION LOOKING WEST tl , ; -A4O6 J U N 2 4 2020 ( Garage 4 --- - - - Building Section i----------- rut's.--- – F 3 I L - Peninsula Road Garage Fishers Island New York 06390 Murphy Burnham&Bufirick Architects 48 West 37th Street4th Floor New York, New York 10018 Telephone 212.768.7676 Fax 212 840.9871 www.mbborch.com _ T.O.PARAPET _ 32-7 MEMBRANE ROOF 00 (SLOPE(SLOPE 2'PER FOOT) ON 2x8 JOISTS 00 P T.O.PARAPET 2T-51/2' WOOD SIDING ON 2X8 — FRAMED WALL N i / CONCRETE SLAB _ -1 GARAGE FLOOR 16'-3' 4 X8'X16'CMUON FROST PROTECTED SHALLOW FOUNDATION Scale Date Issue 10 Aug 2018 Zoning Board of Appeals 19 Sept 2018 Zonn Board of Appeals 20 Apnt 2020 Issue for Pnong 18 Jun:2020 Zonny Board o}Appeals 18 un e 2020 NYS DEC 18 une 2020 Southdd Trustees 18 June 2020 Butdng Department 01 iGARAGE EAST-WEST SECTION LOOKING SOUTH ' ``; A407 JUN 2 4 2020_ I ------ - - Garage Building Section F_ SILT FENCE 010 ° o 0 0 0 0 CIO CIO CIO 0 ° CIO o 0 CIO CIO CIO 1. WOVEN TI S OR STAPLESC POSTS SHAE TO BE SL BE STEELTENED URELY E THER O"T""FENCE "UO POSTS SPE OTHR WIRE WOVEN WIRE FENCE (MIN. 1400 U N CONCRETE WASHOUT PIT HARDWOOD. GAUGE W MAX. 6" MESH CV ° o SPACING) p � r � U NOT TO SCALE } 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES 36" MIN. LENGTH I- o ai 1Q' MAX FENCE Z V O co 'E SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, CENTER T POSTS DRIVEN T 0 o NOTES: O CENT I 39-14 -p - n CL ° 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL 6" MAXIMUM MESH OPENING. WOVEN WIRE FENCE (MIN. I I ER MIN. 16" ca N N (0 E 4' e CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING 14 1/2 GAUGE W/ MAX. II II INTO GROUND � +n o 0 PUMPS MUST BE SIZED ACCORDINGLY 7 GALLONS TRUCK, 3- WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE 6" MESH SPACING) WITH Z I I t ��O ° ° ( / OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER FILTER CLOTH ¢ m > U to ° FMAX 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). FILTER X, MIRAFI 100x, STABILNKA T140N, OR APPROVED EQUIVALENT. I� ..: p � - -Z o ° 36" MIN. FENCE POST I o I I o o 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM UNDISTURBED a > r ° PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES EQUIVALENT. FLOW-� I GROUND (I ` 1 cz (n y = 75% OF ITS CAPACITY. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN \;\. HEIGHT 44 ec 2 0 >;cz o N LO 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT "BULGES" DEVELOP IN THE SILT FENCE. //i\ ! I OF PLAN COMPACTED SOIL \\ ? ��/\�%�yj�\/ FILTER V -3p V W W L6 L._...r.4' OF WASH WATER. EMBED CLOTH \//\\�\\ \\% 'ce o /\\/\\\/\\�/�//��/��!/�/��i�����j�j I 16" MIN. 2 � co ,J1 A MIN. OF 6" IN /��/\��\ = ul m tD M N. co 3' ' GROUND 4" 11�o O� 6" MIN. O h M LINE PIT MATH 10 MIL -4,_�� SECTION VIEW v PLASTIC SHEETING, KEY slTe ENDS INTO GRADE SECTION PROVIDE SAW BALES BACKEa CONSTRUCTION SPECIFICATIONS PERSPECTIVE VIEW 4,-6 WITH SILT FENCE (TYP) AI 0 44-6 BOULDER • RETAINING WALL 44-15 COASTAL EROSION HAZARD 44-14 1� UNE-SHEET 47-Fl OF 49 \\ \ 44-16 2 I LOCATION MAP SCALE 1 "=400' _ N/F , I DAVID C. BURNHAM I a oa \ A, _ \ / MAP REFERENCES \ k IRON PIPEI / #33,34,35 / 1.) SURVEY MAP PREPARED FOR RUFUS BRADFORD BURNHAM 111. LOTS #33 34 35 °E a EDGE OF \ / _ & 36 - PENINSULA FISHERS ISLAND, NEW YORK. CPK CHANDLER, PALMER & KING ROCKY SHORE \ 111 ± y ARCHITECTURE, ENGINEERING AND SURVEYING. 19 APR. 96 REVISIONS, 20 FEB. 97 i TOPOGRAPHIC ADDITIONS. DATE FEBRUARY 27, 1996. SCALE: 1"=40'. SHEET 1 OFI 0.6 x ' ORIGINAL LOT NUMBER N F SQO� � , \ �.:���,•- ,`�'' RUFUS BRADFORD �� \� BURNHAM III ��� 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED w HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO EDGE OF 3 (SINGLE FAMILY RESIDENCE- I BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ROCKY SHORE MUNICIPAL WATER- ENGAGEMENT. � p , �� ON SITE SEPTIC SYSTEM) / � ``` 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON. UNLESS / I'll \ W ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. BENCHMARK MAG NAIL �� \+, STONE W/ N 2564.99 ELE1/AT10N = 4.3i s I>11 / p STEPS /""� I E 801.26 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S W U SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE BOULDER // \ / U UTILITY LAND SURVEYOR. / 1 \ p �` BOXES 4.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, Rte- i I SECTION 10, BLOCK 003, LOT 4.1. APPROXIMATE LOCATION + 5. T R Q IN, p / BURIED UTILITIES Z ) TOTAL I AREA - 29,950 SQ. FT. t. EXISTINGDE DOCK ¢ 3 I 6.) SITE IS LOCATED IN R40 ZONE. z U) !w!^^ \\ ELEV.= 5.0 f I � Z_Y V _ �,, 7.) BASE FOR LEVELS: NAVD88. Z Z wt :5 NQ \ p EXISTING LIMITS OF FLOODZONE AE 3 8.) THIS SITE IS LOCATED IN FLOOD ZONE VE ELEVATION 19 AND AE10 AS ;SHOWN O aa...O • 1 STORY 3 ELEV. 10 PER FEMA LETTER OF O ON FIRM - FLOOD INSURANCE RATE MAP FOR SUFFOLK COUNTY, NEW YORK O' M x 4.5 x RESIDENCE MAP REVISION LOMR) CASE 17-02-1400P 1gi LO COMMUNITY AND NUMBER: TOWN OF SOUTHOLD 360813 PANEL 19 OF 1026 MAP � �■ • I •• EFFECTIVE DATEFEB. . , 3 SUFFIX: H MAP NUMBER 36103CO019H MAP REVISED SEPTEMBER 25, 2009. ALSO Z L Z g V 4'9 FEB162018 I SEE FEMA LETTER OF MAP REVISION (LOMR) CASE 17-02-1400P EFFECTIVE DATE w FLOAT 0,7 x ` 112' S BACK IPER FEBRUARY 16, 2018. O.. W w Z Q EDGE OF EXISTING 0 x O 0 x 8.6 ' GRASS DRIVEWAY/ -- --' �\ ZBA JAN E EX9.ISTING =930±%OVERAGE w a- a W W� PILE O PATH WAY PARCEL ; 1 _ __ `� _ I PROPOSED ' 10.86±9: - PILE / EXISTING i W a< -t n W N Q GRAVEL I H N 1rj C \ i DRIVEWAY / I.L = O I PROVIDE NEW � �� I� ENTRANCE W ter" I J "XI PROVIDt\CONCRE SPARTINA _TE / �)l t 0.8 x `�% I TRUCK irSHOUT ' \ AREA \\ OCKPILE 3" MULCH (TIDAL TWET 4LNo5 ��� ` ,, PARCEL 12\ (SEE NAIL) ��\ AREA OR ADDITIONAL STONE �l `� IRON �� �' TOTAL AREA 3 � 1 , 16 PIPE PROVIDE CONCRETE .63t ACRE l \ ENTRY RAMP 2 CPP PP SPARTINA �I `` I I \\ ALTERNIFLORA (SLOPE AT 1%) TIDAL WETLANDS �I REMOVE TREE \• 17.9 1 /� NON-WOVEN ( ) .6 ��i I� I 14 GEOTEXTILE 1" STONE / x 4.1 TRE I 4•' PERF. PVC OR HDPE IN I� \ \ �\ ID \�1a LIMITS OF FLOODZONE VE �I\' �� ORIGINAL I � E � Q } FILTER FABRIC SOCK i � G F LAWN ,� m ELEV. 10 MAP REVISION (LOMR \, �\ •�LOTPE , 16.2 N �� ROOF WATER COLLEC11ON DETAIL CASE 17-02-1400 \, Jr% EFFECTIVE DATE FEB. 16, 2018 \ %� ) 1 Q ` ca N cr NOT TO SCALE / EXISTING \ �, R' 14• 12.0 z \, \ WOOD I PROVIDE STONE TRENCH N O SPARTINA \ �\ ')�:ATFORMWITH a PERF, PVC FOR F ALTERNIFLORA Z n_ �\ (TIDAL WETLANDS) 36' COLLECTION OF ROOF DRAINAGE \ \ o, � ,CHERRY \ (SEE DETAIL) O PROPOSED \ \ �� �5 TREE 8' iLLI ROOF J \I /\- _ I REMOVE TREE N SEE ARCHITECTURAL PLAN v 10 � � � OMITS OF CLEARING, w DRAINAGE CALCULATIONS (GARAa� \ \ I /PROVIDE 1 '7 Oe I GRADING. de GROUND / DISTURBANCE � MEAN LOW WATER BOTTOM �� 1 7.3 _ 6 0 X 4 DRY WELL AREA - 4,000± SF o ROOF AREA = 455 SF OFI 05'2 A TOTAL AREA - 455 SF BANK a \ , I I I PROVIDE SILT FENCE REQUIRED 455 SFX 1.0 X 2/12 = 76 CF �, \ I I MAINTAIN DURING 76 CF / 28.27 CF/VF = 2.7 VF 36 o ' ' I CONSTRUCTION -- Z USE ONE(1) - 6'0 X 4' DEEP DRY WELL TOP OF � I �16-91 I ROOF DRIP LINE BANK l ./ O $�'oo• ! J U"I 2 4 2020 3 MIN. 6" SOIL COVER / ROOF WATER COLLECTION DRYWELL BLOCKS AND CATCH 6 90.00• IRON I Q N a BJ \ -�I , PIPE BASIN GRATE TO GRADE OAK SYSTEM (SEE DETAIL) (NEENAH R-2525-F) OR EOUAL IRON` FILTER FABRIC MEAN HIGH WATER PIPE \ �I%I�I\ '` wry/ �/ ` _._- ., - 00 00 APPROXIMATE I ,I 6 o = y z o O o ® ® 0 Po LIMITS OF TIDAL m N I Y I N - 00 0@ 0 WETLANDS OCf OF- ,�, o 0 o w 4" SDR 35 PVC 0 0 0 ® 0 < �� COASTAL EROSION HAZARD �'�/ I Z I U Z w L� ° 0 ® ® 0 Q� UNE-SHEET 47-Fl OF 49 N/F w LEG� o o 9 Q w o w ELIZABETH W. FURSE a m o o U o 1" STONE OR 0 © ® 0 0 o LIMITS OF FLOODZONE VE x 10.0 SPOT GRADE ELEVATION SCREENED GRAVEL �' . ELEV. 19 / , - _10 - - EXISTING CONTOURS DATE: 02/17/2020 • 6' 1• 9,s, �%, �F G� PER FIRM 3810300019H �• %QED REVISED SEPTEMBER 25, 2009 I � -� PROPOSED CONTOURS w- BURIED WATER STORMWATT"R DRYWELL DETAIL sr��" d MItJIOU� , u BURIED UTILITIES LINE SCALE: 1 = 20 NOT TO SCALE QUALITY CONTROL CERTIFICATION FIITeR Fq ���///� -- @RIC ABUTTING PROPERTY LINE GROUP REVIEWED DATE PROJECT MANAGER SHEET SURVEY CONSTRUCTION ENTRANCE 20 10 O 20 ENVIRONMENTAL NOT TO SCALE CIVIL GRAPHIC SCALE IN FEET STRUCTURAL ARCHITECTURAL