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HomeMy WebLinkAbout1000-71.-1-15 OFFICE LOCATION: � ®� s® 1 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) cis Southold, NY 11971 ® aO� Telephone: 631 765-1939 ''®UNTV,� 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 11, 2022 Re: LWRP Coastal Consistency Review for KENNETH & ELIZABETH McCULLOCH SCTM# 1000-71-1-15 En-Consultants on behalf of KENNETH & ELIZABETH McCULLOCH to demolish and reconstruct 1,868 sq.ft. portion of existing two-story dwelling over its existing foundation, leaving intact 676 sq.ft. portion of existing dwelling consisting of an attached garage (with second story above), and 583 sq.ft. attached, uncovered waterside deck (to be resurfaced as needed); remove 291 sq.ft. attached deck and steps, 13 sq.ft. covered stoop, 45 sq.ft. roofed porch, wood arbor, and 518 sq.ft. accessory deck; construct 184 sq.ft. masonry patio and steps in place of 128 sq.ft. attached deck to be removed; construct 2.2'x8.3' one-story and 2.3'x13.9'x2'x6.4', 1.8'x11.2', and 4'x10' two--story dwelling additions, 277 sq.ft. covered front porch addition with steps, 310 sq.ft. screened porch addition, 227 sq.ft. covered outdoor kitchen with landing and steps, 3.x5' landing with steps, and new steps to waterside deck to remain; construct 1,163 sq.ft. masonry patio and 310 sq.ft. masonry walkway; remove existing asphalt driveway and install pervious gravel driveway; install 4' high fencing, A/C units, and generator; remove existing conventional septic system and install new I/A sanitary system; install stormwater drainage system; maintain existing vegetated embankment as vegetated buffer, and establish and perpetually maintain an additional 5' wide non-turf buffer along the landward edge of top of bank. Located: 1605 North Parish Drive, Southold. SCTM# 1000-71-1- 15 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with LWRP Policies and with the LWRP provided the following is considered to further policy 6. 1. Remove the turf areas landward of the bulkhead or determine how these areas are maintained. Are they irrigated or fertilized? 2. Recognize bank plantings in the proposed buffer language. 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 s Town of Southold FRECEIVED LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 5 2022 1 , All applicants for permits* including Town of Southold agencies, shall coor proposed actions that are subject to the Town of Southold Waterfront Consiste cy R� �a�Pati 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). 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 Departmen ;-all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 71 - 1 15 PROJECT NAME Kenneth&Elizabeth McCulloch The Application has been submitted to (checkVp e response): Town Board ❑ Planning Board❑ pt. Board of Trustees Category of Town of Southold agency ac ap opriate response): (a) Action undertaken directly by Toe.g. capitalconstruction, planning activity, aation, land transaction) (b) Financial assistance (e.g. grant, lo )(c) Permit, approval, license, certific Nature and extent of action: Demolish and reconstruct 1,868 sf portion of existing 2-story dwelling over its existing foundation,leaving intact 676 sf portion of existing dwelling,consisting of an attached garage(with second story above),and 583 sf attached,uncovered waterside deck(to be resurfaced as needed);remove 291 sf attached deck and steps, 13 sf covered stoop,45 sf roofed porch,wood arbor,and 518 sf accessory deck;construct 184 sf masonry patio and steps in place of 128 sf attached deck to be removed;construct 2.2'x 8.3' 1-story and 2.3'x 13.9',2'x 6.4', 1.8'x 11.2',and 4'x 10'2-story dwelling additions,277 sf covered front porch addition with steps,310 screened porch addition,227 sf covered outdoor kitchen with landing and steps,3'x 5' landing with steps,and new steps to waterside deck to remain; construct 1,163 sf masonry patio and 310 sf masonry walkway;remove existing asphalt driveway and install pervious gravel driveway; install 4-ft high fencing,A/C units,and generator;remove existing conventional septic system and install new I/A sanitary system; install stormwater drainage system;maintain existing vegetated embankment as vegetated buffer,and establish additional 5'wide non-turf buffer along landward edge of top of bank,all as depicted on the site plan prepared by Michael Macrina Architect,dated September 1,2022. r y. Location of action: 1605 North Parish Drive,Southold Site acreage: 26,392 sf Present land use: Residential,single-family dwelling 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: Kenneth&Elizabeth McCulloch (b) Mailing address: 15 Middle Drive Manhasset,NY 11030 (c) Telephone number: Area Code 212-355-4704 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No N 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 N Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III- Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No N 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 1:1 No ® Not Applicable 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 ❑ Yes 1-1No ® Not Applicable 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 See attached addendum. 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. ®Yes ❑ No ❑ Not Applicable STATEMENT OF EFFECT FOR KENNETH&ELIZABETH McCULLOCH 1605 N PARISH DRIVE SOUTHOLD,NY SCTM#1000-71-1-15 LWRP Policies 5& 6 The project proposes the reconstruction of a 1,868 sf portion of an existing 2-story dwelling over its existing foundation, leaving intact the 676 sf portion of the dwelling consisting of an attached garage (with story above) and most of the attached, uncovered waterside deck. Other renovations include porch and minimal habitable footprint additions and construction of a grade level patio. The project has been designed to be consistent with the permit standards of Chapter 275 and the LWRP Policy 5 and 6 goals of protecting and improving water quality and the quality and function of the surrounding Southold Bay tidal wetland ecosystem. Specifically, the below described design elements and additionally incorporated environmental mitigation measures will serve to improve groundwater and surface water quality through improved septic treatment; maintain or increase wetland setbacks to structures and increase wetland setbacks to maintained turf lawn; and reduce the volume/improve the quality of potential runoff through reduced lawn area, increased buffer area, reduced site coverage by impervious surface areas, and improved stormwater drainage capacity. 1) The existing conventional septic system will be removed and replaced with a low-nitrogen, I/A sanitary system located more than 100 feet from the surface waters of Southold Bay. Unlike conventional systems, which are not designed or equipped to treat nutrients such as nitrogen, UA systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. 2) As a result in the removal of almost 1,000 sf of existing deck and other impervious structural surfaces, Town-defined lot coverage of buildable land would essentially be maintained, with a slight reduction from 17.6 to 17.4 percent. 3) While the project would result in the addition of approximately 1,657 sf masonry patio surfaces, it would also result in the removal of 3,444 sf, more than twice that area, of existing asphalt driveway, thus also creating a net reduction in impervious surface areas not defined by the Town as lot coverage. 4) A proposed stormwater drainage system is designed to capture and recharge runoff from the renovated dwelling's roof area and the proposed masonry patio surface. 5) The approximately 19-ft wide vegetated embankment will remain as a vegetated buffer, and the existing maintained lawn area situated 5 feet landward of the top of the bank will be replaced with a non-turf buffer, thus increasing the width of the non-turf area between the bulkhead and the lawn to approximately 35 feet. 6) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. J See attached addendum. 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 ® 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. ❑ Yes ❑ 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 ® 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 TITLECoastal Management Specialist DATE 8/31/2022 Robert E. IfeWathAn Amended on 811105 KENNETH& ELIZABETH MCCULLOCH, 1605 NORTH PARISH DRIVE,SOUTHOLD 41 ga - �' t � k Figure I. Aerial view of subject property and existing dwelling to be partially removed and replaced with reconstructed dwelling over existing foundation;and neighboring dwellings situated along North Parish Drive. 2020 image from Suffolk County GIS Viewer. I r + Figure Z Looking east at waterside of existing dwelling to be partially removed and replaced with reconstructed dwelling over existing foundation;at location ofproposed 23'x 13.9'2-story addition to "square off'northwest corner of house;at northwest portion of uncovered deck to be removed and replaced with grade-level patio;and location of proposed S'non-turf buffer along top of bank. KENNETH& ELIZABETH MCCULLOCH, 1605 NORTH PARISH DRIVE, SOUTHOLD «t AM Fes_ W G Figure 3. Looking northeast at existing deck adjacent to top of bank to be removed. W ns s r r aK Figure 4. Looking northeast at existing portion of!rouse(garage and 2nd floor)to remain(right); location ofproposed screened porch addition at southwest corner of reconstructed portion of house(middle); and location of proposed masonry walk and patio landward of deck to be removed(left). RM9un m n+o I( N SOUTHOLD BAY LD.43 27kq t3 \� ,t a t5 M3 z+W1• ��(J �4 � �� xi ° 33, >z "2 J0 Je. me a,: m � ' '� • � � � LIQ 3 � [� �Ri1°:IEto a �w3A RT E —�— '"' '- ..� raricE COUNTY OF SUFFOLK © E °` wUmAOLn sEcnoRNo -- -------______ ,,, --- Real P'.pely Tex Service Agency I Y R r.a .,�.... .. ,_ -- o.... --�-- '�--•-- 111111 ta.N.°«..�..�..N.,,.., M 071 p an rmcr xo Tpp PROPERTY ALV NOTES: C E IV E SURVEY OF PROPERTY 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: X= 2. FLOOD ZONE INFORMATION TAKEN FROM: ��� — 222 SITUATED AT FLZONE INSURANCEFLOOD ELEVATIONSPATE MAP No. �DETERMI D6 H BAYVIEWZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED TOWN O F S O U T H O L D ZONE X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. /�O SouthaldTOM SUFFOLK COUNTY, NEW YORK UTHO.L,D TftmtM 3. COASTAL BARRIER IDENTIFIED 11-16-90 SHOWN THRU: S.C. TAX No. 1000-71 —01 -15 s s�. SCALE 1"=20' nom' 2r� 40.4,,Z'5 E SEPTEMBER 30, 2021 co nF �� APRIL 1, 2022 UPDATE SURVEY WOOD TIE uve �F° Z ��36'S�" f AREA = 26,392.5 sq. ft. LOT COVERAGE CALCULATIONS yew BBB`f`e°E'° -� �J2 S 85°11'53" E (TO TIE UNE) 0.606 a0. landward to bulkhead (area = 23,863 SF) z\�f � 7.,2 69.29' - �.as wave e� �.zz PROPOSED ZoNe k �° COVERAGE BREAKDOWN \\ �°� p ° °D _ ca WOO TEST HOLE DATA HOUSE = 1 ,868 SF ASTIlt 'w N D 2 /Df N 1 Ff D 1'R/16 s0 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JANUARY 5, 2022) \` GARAGE = 676 SF wDpp h EL,;;a Iv18.70 scBROWN LOW of FRONT COVERED STOOP = 13 SF ° �°' �`" IN BROWN CLAYEY SAND Sc SIDE ROOFED PORCH = 45 SF 3 " °p`Cka. °.�° 5.76 d '' WOOD DECK 'A' = 857 SFS �,•A"q� • WOOD DECK 'B' = 167 A °� � x\ 18.99 10 PALE BROWN FSAND SP WOOD 0 D DECK 'C' = 518 S F �� �w 's L' \ DS \sB\ \ 12 WOOD DECK 'D' = 78 SF EL.678' ' W S \ \ ^t EL .78BROWN stnsrerosu TOTAL COVERAGE = 4,222 SF �6 PALE BROWN SAND 4,222 SF / 23,863 SF = .177 18.8< "g• °�, q° EXISTING LOT EL,.7B COVERAGE = 17.7% •-„ �cfts° X4= ,/ v j'e, G��CEMf fo.o• �ONF k* G ” landward to bulkhead i ;, $ ,g R"�FHE D CO °A'f k o o.� �_� �.- 1 s H 64' cy?�S ti / SDP h +2S• SOD p .m Sys 10.27 14 x 40 CO 4 .d a. d g B.o sT sravp° 'f a ,``f�' 'D••e�� ¢-n / o ,v� _ • � • ``�°� 123° o.Lc 4c ° a • l° COAST AC roNc. roD d• 44/ ° ° fNT/F/fOBARRI16 w t — am r ° 16�y0 --- EDGE OF LAWN 1, s\ Q 3l.•_ ✓_ a,i � e o 4?4'$ ery wo+r WATER METER '` x W ��1°p� a� / • d, Cal UTILITY POLES \ \ • M WV WATER VALVE A r °D /\ 13''x ° � 47 NOTE:LOCATIONS AND END/C SOF ANY \/ OF' ,B.IS \ '� FIRE HYDRANT NOT READILY'2118LE,ARE NOT�TFlEDD.. V O��L pA�� 07 w Itxaff FAars '( 4 1 h xre.n \ _ N METES AND BOUNDS SURVEYING [�' 53 PROBST DRIVE vwunroN¢m a,tnAiw OR fME�hartDN ro• PUg ��T �.SS \ ° �12q SO" LCESHIRLEY, NY 1 1967 vm A "ooFA iso.sFz+ Lc P/ -p 1 .� QQ \MoK W SVITE PHONE (516) 972-5812 Curmlaw LW 71109 SLSONSON�'°F"E�'�` rN•S1q�• '18 surveycluderheilOgmall.com cope,rein ue o ginal o+the sarvey map rot worked Nan original of Uro lurid Ug4 D =eye's inked k or his embeenedw i p Nc �0.Op• LOTS: 15 BLOCK: 01 SECTION: 71 DISTRICT: 1000 eholk t be considered a.aid we py Cert,gLon Indicated hereon epn;y that• WA R MAP OF: tole survey was pre pared in acwNante With x the—Ii.,code f PnaaNae for land Survey. adopted by the Naw York Slate Aeeociatlon or r, Professional land Surveyor°. Said �•Y SITUATED AT: BAYVIEW erNricatlono ahall ran ony to the pm ti TOWN OF SOUTHOLD, NASSAU CO., N.Y. for.hem the sa vey s prepared,ane on his behalf to the tits tom governmental I-4 agenry and landing W�., adddiiurn loInstitutl.-oret rbse—t omen.• us4 P�wN O CERTIFIED UgVO WATfR TO JOB NO.: 21-340A a DATE: JANUARY 27, 2022 ZONING CALCULATIONS : STORM WATER TEST HOLE DATA: deeded lot area (to tie line) = 29,232.01 sf (0.67 acres) RUN-OFF CALCULATIONS : TEST HOLE DUG BY McDONALD GEOSCIENCE landward to bulkhead = 23,863 sf(0.55 acres) ON JANUARY 5, 2022 Zone: R-40 (non conforming lot) section 280-124(B) HOUSE ROOF RUN-OFF: PATIO RUN-OFF: EL. 18.76 0' • Setbacks: • Run-off Factor= 1.0 • Run-off Factor= 1.0 1.01 DARK BROWN LOAM (OL) Principal Building M i • Rainfall = 2" (.17') • Rainfall = 2" (.17') 1.0' front = 40 ft as per sect. 280-124(B) • Roof Area = 3,481 sf • Patio Area = 1,657 sf side (min.) = 15 ft House = 1,868 sf Uncovered Patio = 1,163 sf 2.0' BROWN CLAYEY SAND (SC) side (total) = 35 ft a C r 1 n House Additions = 123 sf Proposed Walk= 310 sf rear = 50 ft Front Covered Porch Addition = 277 sf Uncovered Patio = 184 sf 3.0' Arch i to Ct Screened Porch Addition = 310 sf • Total Lot Coverage: (landward to bulkhead) Covered Outdoor Kitchen = 227 sf • Volume Required = 6.0 20% max_ lot coverage allowed Garage = 676 sf PALE BROWN FINE SAND (SP) 21 Main Street Stony Brook NY 11790 (rainfall) (area) (run-off factor) 23,863 sf x 20% = 4,773 sf • Volume Required = .17' x 1,986 sf x 1.0 = 338 cu. ft. (max. allowed total coverage) phone. 631 686-6585 (rainfall) (area) (run-off factor) 9 0. • Drywell Required = fax. 631 686-6786 .17' x 3,481 sf x 1.0 = 592 cu. ft. LOT COVERAGE CALCULATIONS 8 ft. dia. Drywell Ring =42.24 cu. ft. per foot of height 2.0' BROWN SILTY SAND (SM) o email. MMacrina@MMArchitectAlA.com • Drywell Required = o web. MMArchitectAIA.com 338 cu. ft. /42.24 cu. ft. per foot of height= 8.0 ft. o buildable land area = 23,863 sf 8 ft. dia. Drywell Ring =42.24 cu. ft. per foot of height 11.0 3 These plans are an instrument of service and are 592 cu. ft. /42.24 cu. ft. per foot of height = 14.0 ft. the exclusive property of the architect. • Provide: k EXISTING PROPOSED TOTAL Infringements of the concepts and design ideas (1)8 ft dia. x 12ft tall drywell ring (DW#3) presented on these drawings shall be prosecuted • Provide: o s 6 o S to the fullest extent of the law. Copyright 2022: 6.0' PALE BROWN FINE SAND (SP) � _ , Michael Macrina Architect, c. All rights reserved, (2) 8 ft dia. x 12ft tall drywell rings (DW#1 &#2) ^ J3• 4� S3 2 (JTI-I'LD HOUSE 1 ,868 SF 1,868 SF no part of the plans may be reproduced without � o./s 4�' `S 13AY the expressed written consent of the architect. (° rn°ClNe qto HOUSE 17.0' x Frac ,7,k W No arm S ° WOpD nE wq 4� £'oNTs e"0gR1 'Ch W- 4Sq,TR 47.36,51 " ADDITIONS 123 SF 123 SF Drawing status X21 ° �Rk 53 E FRONT WqC D�'�,,&AD Eos Ktskyw fo a 2 77 S F 2 77 S F Solid Cover (Traffic Bear'g) o 1iW11ee f ;! �� S 85011953" E COVERED 10" dia. drain inlet Grade jO �2�0 75 / to drywell connection ., NE 8 / ; ! 0.77 6 9.2 9ADDITION 12 min QD _ SCREENED Issued SDR-35 sewer pipe 24" maxi jON f X1 'r �� j, W°pBu�Hc`D _ �- _ pitched at 1/8 per foot Traffic Bear'g Dome E X I , l / 2 4. 0.73 310 SF 310 SF to PORCH minimum o"W 796�0M of �' 0p fx,S,, cogs ADDITION r1 I ° Sp T,F QR Trustees. 8" dia. drywell t0 I ® ® d I I8 0 ! ; \ ' /, k1 Rac / �0 T4C drywell I I ® ® o-t I p ow• �' " \�Q 0 ' P £N e R d ell connection I o W w T T. WEc � Eo 7,a COVERED �-4 000 psi Reinforced �� � / != Ce S i Ri ® ® PROPOSED LINEAR / , ! / e „ I � � �x � Conc. Rings (tYp) / ,�- '9aaN° / w s�s 6 dia. roof leader ® ® ® - r l z ' °N ! ° OUTDOOR TRENCH DRAIN TO BE ev / 7 � �\ Ex w 227 SF 227 SF T-0" min. Collar PIPED TO DRYWELL , 'Q�Q , ! 7.93 S °P connection I ® ® ® �z Fz �. �_x �� *00b // S>Fp Bliu2yr / KITCHEN OF , g! ! o�'W CO I ""'fib 4, / ! �/ �. 88_01 �NO Backfill w/ Clean Rct, / T° y r S�Fp° GARAGE 676 SF 676 SF Wrap drywell with ® ® �z �� �� 3� " ; oM E�v p r S Exi ; 6 PROPOSED 5FT WIDE NON-TURF BUFFER D Sand & Gravel q d STIR, � "'' N w o ! 1e x ® ® ® � r-e r� 2� � � I ti ! 'Oo °!A"rING �Nk +,!18.48 �,�" W No landscape fabric ® ® ® � ,sem a F-, i ox _ +'/ 1 ^ W ar h! oo° � B'�z p of ort'eBA/yCe E C k +/ gFNC /N 8•°23 ® ® ® k a G m ( ' 6o d9e, WO Oy ,�O° !+, h , F R O N T oa \ 17k 0° ; exlsnN / 8 MINUS Dates Z x , ' irk ' ° Project Limiting Fence COVERED 13 SF 0 SF If unsuitable / clayey soil is I � 24" min. I � \ � ,9.,3 - `, .��, Et.20 ��'Moge �;, P 13. ! PRo 18.26 sTFPs � ;�,/ 1 g L--- ---- J W O a 1 ROpos ' POSE° 10 13 SF uncovered at base of drywell ------- --- �. -�s4. S4• ° S fxsnNc Wooer Limit of Disturbance STOOP 9/1/22 Site Plan Issued to Trustees Ground Water %' �' Pca PARTo ' P ST°£Ck° ' Add a wick down to sand o `�,6gd e ,?°F ' fxi aR�ly ~� (19,190 sf) �' i o' RCk >oesr U,y� TiNO a oRr; cr, 6.5s 14 SIDE D r ell Detail J o T T, ,, ` E °vfOBE (re�FK Tp fRD "cPo c MINUS �c 3= ,. ;,�, 200_ ; ace RSH , 16 � ROOFED 45 SF 45 SF 0 SF 41�/ y co Posep` 13s ° v1 pRa,Iss eeded)P Vdia.xl2'talt I oa w PORCH 0 0� % / e° PRo CC°Ny°ft Oseo�� R ROpo ^� DRYWELLi k 40 p �W EXISTING not to scale 3 4 k'r R N PR Ppm-Ry p' s>8°j� , N FBepf Sotos #1 FOR ; / ,, '�Q° 583 SF 583 SF 3 X ,2, �q,�,°/°S£° ROP PS HOUSE ; / °\ C` �3Q UNCOVERED o 18.84 20.0' g. NG O�E OSE /�-,\/ / �/ P/?, SIFP G o } \ = DECK TO REMAIN ROpO -RRO 1'R° S Foy �k//V T z2.o, 1 QW�{ ,�-1, y SC pOsf02.2 °Nf POSfaPO Npq G 0V W0� r #1 1/ okvN U fC pA763sf G ro pRRfN£Q IDD$1 Ry RT/ON TION ER E STORY -to- R�ROP pSep-j �y°Q o 4 �Ncf\ x�x FCzp o PQof qo TCN PRa TO of of xisT/N 1°°�. °I`_ l ZON w ° WOOD DECK 518 SF MINUS SF 0 SF X> x� ° ,s.21 ._... ON !W?!' f0 B f £X 0 ,868 G' , k j E X x 31 11.51 w 20"09 40°a10NRy FC: REMOVN'£�CISf �, v, T, / ONF X J WOOD DECK MINUS -xY P195, ;, fi{ 128 SF 0 SF L f '�/ B• ROPOS v 84" 110.0• y I3 4, �o�He° , ,2 PRa , ' 'PROP ° 128 SF PROP N '� 4 Po nv0,PO,-- aro°Seo _s 3/.2' 'wo,�oe° °'" tea° l� WOOD DECK MINUS No. Date Description / rEsr HOLE ft' sp / °nj Ry. P �10°/Tjo �'y o C 291 SF 0 SF p ^ 1'8k1 ? N aRo NDPztt) 8.85 j 291 SF � EL.w.S r 3 0 � q POS 4(, ' Project cn e 8'dia.xl2'tall PR°Pos AIR C "",es° o/�i EXISTING 78 SF 78 ".''F M DRYWELL i PROPOSED 4FTTALL ST Eo •o _ s O ofNt,PoST° 'R WOOD DECK / CIDh FOR PATIOS "' FENCE \ p OR 1~ / PROPOSED 4FT TALL FENCE STAIRWAY Proposed 0 ? hOP�c f0 ! = 3� CRA V_UpeSFO S C P4 c r/Nc 9 0 KPS %� ENTRY LANDING 5f?1V,,W 3 Illy TO At F4 �0 \x x k l Ip 43T4C Residence C°NC MOND s.3o Iwf ° y� o`� a l cFcR �/HORN j,, fIVT�FffDe�RRI's TOTALS 4,200 SF MINUS 4,142 SF ° x 2g• 1 SO 17.6 % 58 SF 17.4 % ,a.efi / 19.32 1 `� ' -0.2 % PROPOSED FUJI CEN 248. ,' I I/A SEPTIC SYSTEM ro/ 19.04 -C�. c4i / SEE BY OTHERS ENGINEERING PLAN For �° °W'1 �' % � ,8. SITE PLAN LEGEND : o , O III/ U( if 7 1'O` J 1,B'dia,xl2'talli �� % '� 3e DRYWELL/ �� ( �p Indicates Property Line Ken s ° °SRH WlR 3 #2 FOR /' ��� -_ �.� P Y a %G,e as p��MeN fs � / 19 x HOUSE!, �`\ / M Indicates Setback Line - - - - - - T° ° Indicates To Be Removed ----�. , / ��Y , & Liz ,8.45 1i j Ff �� / 0 __ Indicates Fence a o 0 0 0 Nom, II ` °. ° . CURB CNr \ `ff \ WOVEN WIRE FENCE 36" MIN. FENCE POST ° ° ,8.73 ° \ � \ ,8.70 Indicates Proposed Structure E� or� McCulloch (14 1/2 GA. MIN., MAX. 6" MESH SPACING) � x a� _ C AloH WITH FILTER CLOTH OVER pUBU� �/Iv T ° a 4° °a 4° ,- CO CO MON 71-2 4° w Proposed drywell /�- �i 1605 North Parish Drive HAY BALE WgTfRS I8 (solid cover below grade) DW 1 Soutrlol NY SEE HAYBALE DETAIL TRF 1j d, 20" MIN. UNDISTURBED VSfs pVeC//NG a ° ° a ° - \ \ X0,00, Proposed drywell FLOW ,\- GROUND TEMPORARY EROSION CONTROL MEASURES C WgTER �T a a a (open grate to grade) �\ ; Jurisdiction THE SILT SCREEN AND CONSTRUCTION FENCE IS PROPOSED TO ACT AS A _s CLEARLY VISIBLE BARRIER DURING EXCAVATION AND CONSTRUCTION. q Proposed pool backwash drywell / EMBED FILTER CLOTH THIS FENCE AND THE SILT SCREEN SHALL BE REMOVED AF1ER 1 pool Town of Southold MIN. 8" INTO GROUND ALL EXCAVATION IS COMPLETED ON THE SITE. ,_4 (solid cover below grade) DW / 16" MIN. ,W \��' Suffolk County SILT C4 �, SEE SILT CFENCCEE TO BDETAILINSTALL USfS wATeR Q Project Limiting Fence & Silt Fence o 0 0 0 h� t �� T.G. Top of Grate WOVEN WIRE FENCE FLOW (MIN. 14 1/2 GA., �' TW Top of Wall raven By : SECTION / MAX. 6" MESH SPACING) Ii-I i 1-I I =� _ ?I I-i I Proposed Site Plan 10' O.C. MAX. 36" MIN. FENCE POSTS, 4" VERTICAL FACE M.P. DRIVEN MIN. 16" INTO GROUND 1 .. - 20' BW Bottom of Wall Checked By EMBEDDING DETAIL 1.E. Invert Elevation M.A.M. * i L.D. Leader Drop ANGLE FIRST STAKE TOWARD / ��j/ i THIS IS AN ARCHITECTURAL SITE PLAN Job No. 12x6;%pQ PREVIOUSLY LAID BALE. / / T.D. Top of Drywell �c BASED ON INFORMATION FROM A Indicates Electric Service -E-E-£ E-E E-HEIGHT2129 N.FILTM NE 16MInorth FLOW / �� j / SURVEY PREPARED BY : � �� � � Indicates Water Service -w w w-w w w- Sheet Title E\_- 9 I 8' MIN. /� j Metes & Bounds Surveying 53 Probst Drive Shirley NY Indicates Direction of Grading Pitch *4 III j � WIRE OR NYLON BOUND, HAY BALES Site ' la PERSPECTIVE VIEW m ///� last dated : Sept. 30, 2021 Indicates ExistingSot Elevation v ///�/ P el 39.0 � � � � � tl E Ill IIII IIII 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS : STEEL EITHER T OR U III i 2 RE-BAR STEEL PICKETS, OR 2" x 2" STAKES p T TO FENCE POSTS WITH WIRE TIES OR STAPLES_ TYPE OR 2" HARDWOOD DRIVEN 2" INTO GROUND. Indicates Proposed Sof Elevation el 67 2. FILTER CLOTH TO BE FASTENED SECURELY TO Elevations in NAVD 1988 Datum WOVEN WIRE FENCE WITH TIES SPACED EVERY FENCE WOVEN WIRE, 14 1/2 GA. EXISTING GRADE - - - - _ _ _ _ _ _ _ _ _ Indicates Stacked Stone Retaining Wall SEP - 2 2022 24" AT TOP AND MID SECTION. 6" MAX. MESH OPENING - _ _ _ _ - -_ __ _ - _ _ 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN -III-III- _ EACH OTHER THEY SHALL BE OVERLAPPED BY FILTER CLOTH : FILTER X, MIRAFI 100X, SIX INCHES AND FOLDED. STABILINKA T140N OR 4"-6" _� �_� �_� �_� �_� �_� =1 �_� �_� �_� �_� �_� �_ 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED APPROVED EQUAL. Indicates Coastal Barrier Identified 11-16-90 �- AND MATERIAL REMOVED WHEN "BULGES" DEVELOP FRONT VIEW Southold Town IN THE SILT FENCE. PREFABRICATED UNIT : GEOFAB, ENVIROFENCE, OR APPROVED Indicates Catch BasinSheet Number Silt Fence Detail EQUAL. Hay Bale Detail 11111 Indicates Test Hole/Boring �TH not to scala IIOt t0 SCaIO Limits of Clearing/Grading - Project Limiting Fence Details not to Non-fertilzation buffers