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HomeMy WebLinkAbout1000-81.-1-18.1 �� OFFICE LOCATION: OOF $U(/TyOI 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 01 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: June 9, 2021 Re: Local Waterfront Coastal Consistency Review for PECONIC RIVER, LLC SCTM# 1000-81-1-18.1 En-Consultants on behalf of PECONIC RIVER, LLC requests a Wetland Permit to demolish existing two-story, 2,300 sf, FEMA-noncompliant, single-family dwelling with 460 sf attached deck and 761 sf detached garage; and construct at least +17 feet farther landward a new one to two-story, 3,200 sf, FEMA-compliant, single-family dwelling with 106 sf entry porch, 945 sf attached deck, 850 sf attached garage, 850 sf swimming pool (equipped with saltwater filtration system), 580 sf structurally detached deck, and Tx 46' uncovered basement egress; install pool enclosure fencing with gates; remove existing nonconforming septic system located +/-42' from bulkhead, and install new I/A OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to collect and recharge roof runoff and pool backwash; install new pervious gravel driveway and parking areas; remove specified trees located no closer than +/-69 feet from bulkhead; and establish and perpetually maintain a 27' to 39' wide, approximately 5,959 sf buffer " area adjacent to bulkhead, including existing 4,259 sf naturally vegetated embankment and additional 10' wide, ±1,700 sf non-turf buffer to be established in place of existing lawn along top of bank. Located: 450 Basin Road, Southold. SCTM# 1000-81-1-18.1 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. The 580 sf structurally detached deck is recommended as INCONSISTENT. Structure in VE FEMA flood zones should be relocated outside of the zone or minimized. 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 LWRP CONSISTENCY.ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within'the Coastal Erosion Hazard Area. 2. Before answering the questions,in Section C, the preparer of this form should review 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 si nim 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 Department, all local libraries and the Town Clerk's office.( B. DESCRIPTION OF SITE AND PROPOSED ACTION RECEIVE SCTM# 81 - 1 _ 18.1 JUN 0,7 2021 PROJECT NAME Pecoruc River,LLC Southold Town PlaARiRg Board The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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: Demolish existing 2-story,2,300 sf,FEMA-noncompliant,single-family dwelling with 460 sf attached deck and 761 sf detached garage, and construct at least+17 feet farther landward a new 1 to 2-story,3,200 sf,FEMA-compliant,single-family dwelling with 106 sf entry porch,945 sf attached deck, 850 sf attached garage,850 sf swimming pool(equipped with saltwater filtration system), 580 sf structurally detached deck,and Tx 46'uncovered basement egress;remove existing nonconforming septic system located+/-42'from bulkhead,and install new UA OWTS sanitary system outside Chapter 275 jurisdiction;install a drainage system of drywells to collect and recharge roof runoff and pool backwash; install new pervious gravel driveway and parking areas;remove specified trees located no closer than+/-69 feet from bulkhead;and establish a 27to 39'wide,approximately 5,959 sf buffer area adjacent to bulkhead,including existing 4,259 sf naturally vegetated embankment and additional, 1,700 sf non-turf buffer to be established in place of existing lawn along top of bank,all as depicted on the site plan prepared by Kevin O'Sullivan&Assoc.,LLC,dated April 22,2021. Location of action:450 Basin Road, Southold(formerly 450&520) Site acreage: 32,665 sf Present land use: Residential,single family dwelling Present zoning classification: R-80 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:Peconic River LLC (b) Mailing address: c/o Adam Prestandrea,Member 90 Lafaette Avenue, Sea Cliff,NY 1579 (c) Telephone number: Area Code 212-993-7032 (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 1y , / 1 Attach additional sheets if necessary r , 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 Attach additional sheets if necessary NATURAL COAST POLICIES l 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 ❑ No ❑ Not Applicable ! - See attached addendum. 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 C❑ 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 J STATEMENT OF EFFECT AND LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR PECONIC RIVER LLC ' 450 BASIN ROAD SOUTHOLD, NY The proposed project, which seeks to replace an existing, FEMA-nonconforming dwelling and detached garage with a new, modernized, energy-efficient, FEMA-compliant dwelling with attached garage, decks, and swimming pool, will have a net beneficial impact on the surrounding shoreline and tidal wetland ecosystem as a result of the below described design elements and additionally incorporated environmental mitigation measures. A) Project Design 1) The proct desi ,would re It in the new dwelling being situated approximatel feet from Sou old Bay and thus at least 16 feet farther from wetlands t an the existi welling to be removed; and would result in an overall t cre in the minimum structural setback from,w an s o approximately 12 feet (from 54 feet to the existing dwelling s eps�to 66 feet_to the proposed structurally detac 'waterside_deck). 2) Due t the landward r ocation of the dwelling described above, the project desi would res emoval and replacement of a FEMA-nonconforming dwelli g locate a VE floo zone with a new dwelling located-entirely within an-_X_ ad_z O -e-proposed-detaehed-wAor-§ide—deck, which will be structur etac e om the primary dw ing and constructed on wood posts, will be located within the VE flood zone. 3) Due to the landward relocation of the dwelling described above, the project design would result in the removal and replacement of a dwelling that currently projects seaward of the plane drawn between the seaward corners of the two adjacent dwellings with a new dwelling positioned landward of that plane, thus compliant with Section 275-11(A)(3). 4) The proposed swimming pool would be located approximately 79 feet from wetlands, well exceeding the minimum 50' wetland setback for pools set forth in Section 275-3(D)(1)(a)(5). B) Additional Mitigation 1) The existing nonconforming septic system, which is located only approximately 42 feet from the surface waters of Southold Bay, will be removed and replaced with a low-nitrogen, innovative/alternative sanitary system;(UA OWTS) located at least 134 feet from surface waters and well outside Chapter 275 jurisdiction. 11Page Unlike conventional septic systems, the I/A OWTS is designed to significantly reduce nitrogen loading into the groundwater table. 2) A 27' to 39' wide, approximately 5,959 sf buffer area would be permanently maintained adjacent to the existing bulkhead fronting Southold Bay, including the existing, approximately 4,259 sf naturally vegetated embankment and an additional 1,700 sf non-turf buffer area to be established in place of existing lawn within 10 feet of the top of bank. 3) A drainage system consisting of leaders, gutters, and drywells would be, installed to collect and recharge roof runoff. 4) The proposed swimming pool would be equipped with a saltwater filtration system, thus avoiding use of a traditional, high-chlorination treatment system; and a drywell dedicated to the capture of pool backwash. 5) The proposed driveway and parking area would be composed of pervious gravel. 6) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. - These project design and mitigation measures, which together would result in increased separation between wetlands and site development; potentially reduced runoff and improved runoff quality; and potentially improved groundwater and surface water quality, will thus further the goals of Chapter 275 and LWRP Policies 4, 5, and 6, including minimizing risk of flood and erosion damage; protecting and improving water quality; and protecting the quality and function of the surrounding Southold Bay shoreline and tidal wetland ecosystem. L 1 2Page 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 thr6ugh-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 . 1 \ yPolicy 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 , f 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 TITLE Coastal Management Specialist DATEApn128,2021 Robert E. Rallem, r a Amended on 811105 / PECONIC RIVER LLC,450 BASIN ROAD,SOUTHOLD 450 : • RD 4 ,• X350 Basin Rcl a2C� IMP � 58��Basin Rcl Ygure 1. Aerial view of subject property with dwelling and garage to be replaced with new dwelling,attached garage,deck,and pool, Image by Suffolk County GIS Viewer. (Note properties formerly known as 450&520 Basin Road now merged and known as 450 Basin Road). i qm'. I Y� , � Y Figure 2. Looking south from bulkhead along Southold Bay at existing dwelling to be replaced with new dwelling located at least 16 feet landward,over existing naturally vegetated embankment to be maintained as part of 27'to 39'wide,5,959 sf buffer adjacent to bulkhead. PECONIC RIVER LLC,450 BASIN ROAD,SOUTHOLD 4 r} , i g Y i 1� -figure 3. Looking west at seaward side of existing dwelling to be removed and replaced with new dwelling located at least 16 feet landward, and at location of proposed 10'wide non-turf buffer to be established in place of lawn adjacent to wood retaining wall at top of bank. t' - 111�Yst-, ti y r � , � '.2�' �-.�., �"'�'�'. .� `' ;~a;•'$—y�.E�:..��g4 � `;ice > i s .yl�>-b •t i Figure 4. Looking east at existing detached garage(right)and dwelling(left)to be removed and replaced with new dwelling,attached garage,deck,and pool;and at location of proposed 10'wide non-turf buffer to be established in place of lawn along top of bank. gg h• � dr i' VA4 ot ' e• .`. /.E 40U. le « e t ,nP�d Ap 49 K'••- •y+�iL�` r..gytC`C�4`U�a..;d�'ti' "" `��" � Y '��;..� - ,ti:. - �✓ n.�-���'rr.-�'�''�+re` .•�3,��+°-mac ay. ,.� .<'v"` - _ e ,tom Via..rt• RpvbM] n.v G t OSBp OB-260} M.03 VA•Y / �raao. aLzpoB SOUTHOLO ••1/ �, k,}aL }3}.12 SEE SEC.NO. �... .) F.D.28 i 'c 6.1 p�1!•a 13.1 m +� NJp�b I s jeµcl u 1c1 I `°'lr 2 1 2. 18.3 - - N ,112'4 E 1 W.) % ROe) pp NOR` p E vulq 1 z�cl E p E zp tb4c s SEE SEC NO 13J 1,.) 2 w � (c) y /' ] C%. 2Wq 1bMO 3.]Mc) nz J p.Aai ,3a zpMq ,L6 r I 1 LA �E swu) J y0 +Lc ypM4 N Zz N: 'A g EOR PARCEL NO f'k`) I SEE SEC NO 010-matp.t N2 E M.f �0•'er yin I :i _�_ NOTICE sv„o COUNTY OF SUFFOLK © e saumo,n SECTION NO G ______ .. Real Property Tax Service Agency r ,a= OeunryOmmrRNUNw4xv„M, 81 A uw O..r. r ..� n yes„r •.. oru. --.-- fru.--.w-- r Y� m P ,nwf x0 t000 PROPERTY MAP S.C.T.M. NO. DISTRICT: 1000 SECTION: 81 BLOCK: 1 LOT(S): 18.1 SOUTHOLD Z ,BAY TIE LINES o � � & N 88'57' 0° E h 46.97 pI6°; MHO LINE " ! h, ry HW III UL.MOON 6 ,6,1 WOOD BU ALONG S 899.888 E APR 3 0 2021 S 881504'W`��O 8.23' 7 VINYL BULKHEAD 6 8 TIMBER WALL 10 Southold Town 1.3'E I0 _B _ nMWA BER a 11 Board f Trustees ATIK LL 3 12 TOPG 15 �p OF BANK e'oAK ^ 13 �s OAK g 14"DAK 1��0 Y 0 12"OAK &-OAK D05BNG i� x�z �----------� 10"OAK 16 MID ,BApTIM V{ M. 2410AK 6"PINE \o I SWIMMING POOL PIPE g 10'OAK 14 OAK 1 'U1 Ct14RSE Sa1ID \J 3 m I I �10'OAK �• I g � • �z E— • i:) --------J LOAK 20 OAK 3 W b 10"OAK • 14.8':: 20.7' 15 10'OAK I W :..o ... g I-•-------------- 2 : : N WOOD -:•15,0' -- 1 O'OAK DECK w --- 1 12'OAK ZONE VE(EL 21) • 19" 26.5 :: I 1 it O'OAK {:: .-f• •• L770S7►NG y - 10"OAK 3 :: .:: :. ..F.P •:': ' : I 2 STY. DWELLING LAND N U OF - -FLOOD ZONE BOUNDARY .D`y UNG I I MARY ZUPA � M::. :.:. ..::. ELIJNG#450 = I I W (DIO'OAK ZONE X 10° CONC. :;:: EFL 19,5. ::::::.: DWEWNG - STOO :16.1'-•. --:: M 20'OAK L---- f --� I-----J W/PUBLIC WATER p �10'OAK 12'0 •� I CONC PORLyI::.: u�i p� -—� :.. - . , N L------------I 150' ..•.• ... .:: 20.8' :. . -:. .. WORK S 1o'oAKI :. -------� --- - :.IMORK SHOP:: •,V I :.. . . STOO N ;,. ::.. ... LAND N/F OF :•: _:-. :: �•�� 14"OAK ��•^� JOSEPH MAZZZA SWIMMING POOL I I Z ;:':•.� z '�aa"12'OAK I : -:: 'wadi "OAK LOT 3 I I 0.9'W ::.1 STY FRM.w �1 :16,3'.-•:•• : DWELLINGS ':-'..GARAGE.- LAT 4:.: :' 14.0" EXISTING I SHED #520:.- :.: Z W/PUBLIC WATER 2 SLY DWEWNG I I 0.2'W .-.---.-.22.2'::'.:::•U12"OAK 20 0� , 080AK 19 8"0AK& 150' I I !y 16'OAK 1 / •u 14'OAK • I I 01��NP ti� 4'OAKW I 12-OAN L----------------------- 2 W PIPE v o 19 N oI1S / 7 7 p 18 O S 74°2423„ 0 17 :e; ON. 16 <R, 16 FEMA MAP#36103CO167H sp• Rig 15 15 LOCATIONS SHOWN AR7.0 THE W47ER SUPPLY, E FROM FIELDLLS �OBSERVA77ONS S AND OL I D/Rr/�NOF 1ygY M 14 ELEV.BROWN AND OR DATA OBTAINED FROM OTHERS 12 13 �� OL 0.4' 1 11 12 AREA: 32,665 S.F. or 0.75 ACRES ELEVA77ON DATUM, NAVD88 I 10 8WN 48, PI 3j8� SM LOAMY SAND 24' UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY W. •C) O & GRAVEL MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN •�, BROWN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UI70N / HYD. �.,` P. � MEDIUM LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INSTITU770N, GUARANTEES ARE NOT 7RANSFERABLF- EDG SP SAND 3.3' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE �'•� A - E OF Pq & NOT IN 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC77ON OF FENCE$ ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS •� �D fiVT GRAVEL AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF.DESCRIBED PROPERTY & LOT 4 CERTIFIED TO: PECONIC RIVER LLC; W4;;i. . MEDIUM 9.3' MAP OF. PARADISE POINT SEC. 1 t. l• ` ADVOCATES ABSTRACT INV. 'SIN SW SAND FILED'ARP. 11th, 1963 No. 3761 - WESTCOR LAND TITLE INSURANCE SERVICES; GRnvEL SITUATED AT:BAYVIEW DWEWNGS �W/PUBUC WATER WATER D N WATER EL 1.6 rowN OF.SOUTHOLD � 150' � SW & GRAVEL KENNETH M WOYCHUK LAND SURVEYING PimSUFFOLK COUNTY, NEW YORK — 17' f f Professional Land Surveying and Design FEB. 14, 2020 r W P.O. Hoz 153 Aquebogue, New York 11931 TREE LOCATION ,04-19-21 K. WOYCHUK LS RLE #19-162 SCAM- 1"=30' DATE:DEC. 11, 2019 N.Y.S USO NO. 0508a2 PHONE (631)298-1586 FAX(631) 298-1588 ADD ADJOINING HOUSES 01-19-21 BUILDING INFORMATION: w SOUTHOLD BAY Private MHW LINE ALONG WOOD BULKHEAD Address: 150 Basin Road N 88057'34" E 46.97' °p1 .� 5 Residence Southold, NY 11971 o X62 w ° X 0 Tidal Wetlands Boundary equal to bulkhead, W as determined by EN-Consultants 11-10-2020 Tax Ma ID: 1000-81-1-18.1 �.J — — . . ' � •--"� -'�'- ��-� -'- - - - - - - S Map °nj��ob Exi ti dBu)khead 82°47'S6,r PECONIC RIVER, LLC . . . E 99.g r ►� p. 8 Zoning District: R-80 D� ►� 9 5 W 4 S 88015'04" B . . . 50 Basin R . d 2 ---__ 8 3 Southold. ou h . . odNY1 f. 75 acres . . 1971 32 66 5 s 0. Lot Area: . . . . . . Lo A . Ek.-Ti in r'R'e a n a VINYL BULKHEAD 9 Calculations: . . . Lot Coverage _ 9 WIDE 5 959 SF a . PROPOSED_27 TO 3 i�` m -�- EXI TING 2 F ARCHITECT: DIN EXISTING M' G_ 59S R AREA,INCLUDING G 'iz• 0 BUFFE R . ° NA ORALLY VEGETATED r I G TATED of Area) sf 20 /D o t 6 533 : • le LotCoverage: Allowab Kevin O'Sullivan ED BANK II an&Assoc. LLC ) ALLY VE ETAT A K - 4 F NATURALLY G � , 259 S E ANKM ENT T REMAIN -`.c .` . .-� O R FNON-TURFo 24 AN 10 WIDE 1700 S 08 Main Street,D •fn, '� S eet, Suite B -'To' 'fBarik' _ .n .Q T60'µ. .n E ESTABLISHED IN PLACE a� .m' BUFFER TO B E e� OF Brid eh am ton. NY 11932 EXISTING: � • p 93 LAWN . .". .•. . _. .'. � ..,.;. .;.;. .;.;.' � �. . . .:.�:...;. .;... .;.� .':k. .' OF EXISTING � c Tel: 631.267. `._ •E� . o • 3038 x': •LLI. . T: . m' "o> b e- r R _ e' 2 30 s . . � r Main House ► . . Ma RET ALL BANK/TIMBER. .W .c' . TOP OF BA hi' `o. Ong*IiV al - 'x :�,.' _ ns + to 761 s f. _ _ Garage: . g - SURVEY . OR: f. _ LLI. .t. 460 s Decks: — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i. . : :.:. . . . : : : : : : . . . . . - : :.:•. . . ..:..... ... ......:..... .:. ......... . ... . o. . . . _ ; ; ^ Kenneth M Wo chuck Land Surveying, PLLC 8 21 s . _ 08/0 - L Coverage: 3 5 -�o: :Oti Existing Total of C I - P .. .i' .O.Box 153 9 +I : : r /. i . . . . . . . . . . . . . . . :':.. •:•.'.•.'.•.•.•. . ,o. .' Aquebogue, NY 11931 rn ---_' : : :�": : : : : : o . ...'./. : : : : : Tel: 6 1.2 . . . . . . . . . . . . . . . . . . . . . . . . . c • •.�•�. .- , . - . . . . . 3 98.1588 PROPOSED: . . . . . . . . . . . . . . . . . . . . . . . . . .•.-.•.•.•.•.•.•. �'- o ::= House: 3 200 sf. :': :;*::.::. . . : . . • •n'•. o_.� .'.':':% : . : : : : STRUCTURAL ENGINEER: 3 PROPOSED 10 WIDE 11,700 SF -` . •-- t - ° `� o Attached Garage: 850 sf. _ { :: :=:::=� ., �. . _ da :: :: ::::::::::: �. Q:�: : : °'z: : ;' :.::: . N O' o • a NON-TURF BUFFER IN •'• '•'-'•`- o.r. . . 4 /.. - . . .:. _... DilandroAndrewsEngineering Pool Deck: 945 sf. CD t� v 10" :�--- :; . . C�.'o. .'. : �' p 158 County Road 39 0 0' .... • I : : : : : : : : : : : : tY »- Southampton,NY 11968 Entry Porch: 106 sf. L a o to be removed ° 2 r Tel: 631 259.3959 North Deck (BBQ) : 580 sf. °n, a ::_1 Existing Neighbor's istin 2-Story +' +I o SwimmingPool Swimming Pool: 850 sf. 0 • o Dwellingto be removed = New Total Lot Coverage: 6,531 Sf= 19.99% ° s • 24" c pin I fl c '� +I N/FCD a _ OF MARY ZUPA w ° ° Allowable GFA: N/A z p • 1000-81-1-16.7 m 0 14" .. '........ •20" 03 • 10" 'n' • ` o a ° N/F OF Proposed Building GFA: ::••::: Oa ..::::::.:..:.: 1 1 st Floor: 3 265 sf. J. &L MAzzA C1 i f i!' ifI i .. ... o m 1+ 0 10" sem; i r 1 222 sf. 1000-81-1-19 2nd Floo . ' �•' r I:' z. , 1 Total Building GFA: 4,487 sf. A °a _ - t4AY 2 4 201 I ! N t - : : _ 64'-5" Existing ...___.._.._ 10„ I - NOTES: .................. _ House 1 3 Oak .................................................. . Proposed Neighbor's Wood Dbbk'on-wood.posts DW -J SANITARY SYSTEM INFORMATION, SEE PROPOSED SEPTIC DESIGN PLAN BY EL 0 0 D ZONE • Oa 10„ 10" 1 g" - 5'-d" Q (Structurally detached from Main Building) o tD I DILANDRO ANDREWS ENGINEERING FOR ADDITIONAL DETAILS. BOUNDARY ONE E(EL 21 ) oak Oak °' 580 sf. � �—� Oak Trough for pool infinity edge s p FF.EL. 19.91' 2-SITE PLAN BASED ON SURVEY PREPARED BY: - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - __ - - - - - __ - - -_ 17'-10" - -1 7�--3 - - - - - - - - - - - - -- - - - - KENNETH M WOYCHUK LAND SURVEYING, PLLC _ - i 10'-2" v _ - -_- - - - - - - - - - - - - - - - - M 16-5' co PROFESSIONAL LAND SURVEYING AND DESIGN ZONE X Imo- - - - - - - - - - -- - - - ""! ' SURVEYED APRIL 19,2021 - _ I I 10" 10" ...... .� SANITARY SYSTEM INFORMATION: _ _ I T _ ( f _ - Oak °a+, - r, I Proposed 20 �� - I Oak r� 22x39_ PROPOSED MAIN HOUSE i Oak I TOTAL NUMBER OF BEDROOMS : 10 - �7-0 I I Swimming Pool `* :: """' .S(,1 Story) .................23,,0,................: i-c.,...... I/A SIZE REQUIRED, 1100 GPD __ - W 1 I ( with Salt-water filtration � i N Main House does not touch or overlap Flood Zone Boundary N _ I LEACHING REQUIRED: 700FT- _ _- - _ 10' 1 I 10„ system FF.EL.2. 0.0' i ; Proposed Pro sed 6 �. o Pool Equipment Outiloo Bath Oak t=---- t cel N .. ...... N l' (salt-water filtration +Sho er Oak 850sf. ,- - (weather oof) _ I I 14" FF.EL. 19.91' _ _- _ Proposed ( I Oak ` XProject Limiting Fence I C) Exi .ting 34.2'iK 22.2' I I Steps III t. }.•. I I Area of Disturbance:±22450 sf. Z De ached Gala a to I I I 39'-3" i be r moved i l 10" ' ' 1 N I Oak Existing ��1\ I X 12" Proposed _41'-3" Neighbor's \� i Oak Wood Deck 1 HOUSE ` I DW I 1 I ; 945 sf. 1 Pool / 1 `7 FF.EL. 19.91' ' \\ v \ CO 58'-3" .................................................... CL. o I I PROPOSED ATTACHED ` 3 CAR GARAGE in . °' Proposed D\iveway 1 { Pervious Gravel Existing I (1.5 Stories) 2 0 w .................... (Existing Curb Cat-fo1`Re`nain) ..................... ...... sso sf. w - Neighbor's 1 o ( N Shed FEEL. 16.8' o C7 \ 1 N �� 3�' �- d ells `........................................................._........................................................ Oak - �I 20" ............ ....I�'_9.,.• _ ..... - - - - - - - X :� � 8 1 ... .... ... _ ................................................................................ X Oak „-- - - PROPOSED MAIN - 1�_2" Oak! DW-1 / 23'-0" 1 - - - - - -HOUSE- - _ �' 1 14" 6" - - ..._ (2 Stories) - - - - - - - - _ k Oa7,Bedrooms Oak drywells - - - - JJ (10 Bedrooms per SCDHS)FEEL. Oak .- \ .•..,�•`�� � 3.200 sf.20. � V / \ Clean-Out JJ ............._......._.__.._/ j._..-.................. . Control Panel ..- `"' J Proposed Driveway,: / Uncovered Basement ------ �-� Oak Pervious Gravel' N - --- - Existing Driveway to (Existing Curb Cut Existing Natural Grade--' le j/ egress well To Remain-"" �-- be removed --� to Remain) /i •_/ \� 46'-2" 1 drywells Hole V I / . �/ Hydro Action ` 1 Future KEY: AN-1100 �� / Existing Natural Grade Expansion ,DW-5 , f I 20" Distribution ;I To Remain _ j W I I box o - - - - -- -� r - - - -, F -- -� �,:- - - � N ® EXISTING TREES EXISTING TREES - LO TO REMAIN TO BE REMOVED �� -� -� -� i -y i C o ED Proposed )/A, Low �� L - - J L - - - J L- - - ^ L - - - J L�- - J V N �- C,S, Nitrogen Sanitary System �� tii J o �� PN MAp/� Z y oQ. ° TEST HOLE DATA S a � � o (7)8'-6"1 x 4'-9"w x4'-0" 5 ° �j 01 DATE: FEB 14, 2020 4 2423„,EF deep leaching galleys Existing Driveway to op,. SORT a be removed E L:17.0r 0.0 GyrpF ° -BROWN SANDY LOAM (ML) RT�sr `�qY oQ°�� 0.4' p"F -BROWN LOAMY SAND & 4° REVISIONS: GRAVEL (SM) 2.8' � �m vIG EL -BROWN MEDIUM SAND ` R =! DATE: April 22, 2021 AND GRAVEL (SP) U/G ELEC 6.1' -MEDIUM SAND ANDExisting SCALE: As Noted GRAVEL (SP) Utilities to �_�/ Existing Natural Grade be removed To Remain I DRAWING TITLE: EL:1.6' 15.4' FO,ca�� FO O Proposed Site Plan '•. -WATER, SAND & GRAVEL (SP) �F / q�� Nr eqS/N 178.48, O DRAWING NUMBER: 17.0' COMMENTS: GROUND WATER ENCOUNTERED ROgO 378+ //y��.� AT 15.4' BELOW GRADE EDGE OF OW Proposed Site Plan PAVEMENT Project Limiting Fence L� 001 TEST HOLE BY: N/F PARADISE POINT K.WOYCHUK LS Scale: 1 = 10 + Area of Disturbance:±22450 sf. ASSOCIATION HYD 1000-81-3-29 1000-81-3-29 oup.