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HomeMy WebLinkAbout1000-90.-2-19 J OFFICE LOCATION: @V�., MAILING ADDRESS: Town Hall Annex ' "'r P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) G.. Telephone: 631 765-1938 Southold, NY 11971 _ :•`'� P LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: April 15, 2025 Re: LWRP Coastal Consistency Review for 920 CEDAR POINT, LLC SCTM# 1000-90-2-19 En-Consultants on behalf of 920 CEDAR POINT, LLC requests a Wetland Permit to construct an 807sq.ft. second-floor addition over part of one-story portion of existing 3,338sq.ft. 1 &2 story dwelling with attached garage to remain; construct on landward side of dwelling a 336sq.ft. two- story addition (partially in place of existing 90sq.ft. stoop with arbor to be removed); 288sq.ft. front porch addition, and 350sq.ft. grade-level masonry entry patio/walkway; construct on east side of dwelling a 16'x32' swimming pool surrounded by an 868sq.ft. masonry patio, raised +12" (waterside), to +36" (roadside) above existing grade, and install atop patio a 6'x7' outdoor shower (piped to drywell); construct on west side of dwelling a 5'x8' landing with steps and 200sq.ft. grade-level masonry patio; install 4' high pool enclosure fencing with gates; remove existing conventional septic system and install a new I/A sanitary system; install storm-water drainage system; and to establish and perpetually maintain area between top of bank and bulkhead (excluding existing 11'x68' deck), as a vegetated non-turf buffer; and to establish and perpetually maintain a 5'wide non-turf buffer adjacent to top of bank. Located: 920 Cedar Point Drive East, Southold. SCTM# 1000-90-2-19 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 LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS l, 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 nib 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 MC( r'DVDD° SCTM# 90 - 2 19 APR 0 9 2025 SOUTHOLD TOWN PROJECT NAME 920 Cedar Point LLC i PLANNING 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) El (c) Permit, approval, license, certification: Nature and extent of action: Construct an 807 sf 2nd-floor addition over part of 1-story portion of existing 3,338 sf 1 &2-story dwelling with attached garage to remain;construct on landward side of dwelling a 336 sf 2-story addition(partially in place of existing 90 sf stoop with arbor to be removed),288 sf front porch addition,and 350 sf grade-level masonry entry patio/walkway;construct on east side of dwelling a 16'x 32'swimming pool surrounded by an 868 sf masonry patio,raised+12" (waterside)to+36"(roadside)above existing grade;and install atop patio a 6'x 7'outdoor shower(piped to drywell);construct on west side of house a 5'x 8'landing with steps and 200 sf grade-level masonry patio;install high pool-enclosure fencing;remove existing conventional septic system and install new I/A sanitary system; install stormwater drainage system;permanently maintain area between top of bank and bulkhead(excluding existing I F x 68'deck)as a vegetated non-turf buffer;and establish and permanently maintain a 5'wide non-turf buffer adjacent to top of bank, all as depicted on the site plan prepared by Michael Macrina Architect,dated February 4,2025. Location of action: 920 Cedar Point Drive East, Southold Site acreage: 48,496 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 oPSouthold agency, the following information shall be provided: (a) Name of applicant: 920 Cedar Point LLC (b) Mailing address: c/o Kenneth McCulloch,Manager 1372 Plandome 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® 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. YesF No VN 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 ® 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 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 ❑ No ❑ Not Applicable The dwelling additions and renovations are proposed over/within or landward of the existing dwelling footprint;the swimming pool and surrounding raised patio will be constructed landward of the seaward limit of the existing dwelling;and all construction will occur outside the FEMA flood zone(Zone X)and landward of a primary bulkhead and secondary retaining wall,which stabilize the embankment fronting Hog Neck Bay. 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 r LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR 920 CEDAR POINT LLC 920 CEDAR POINT DRIVE EAST SOUTHOLD,NY SCTM#1000-90-2-19 POLICIES 5& 6 The additions and renovations to the existing dwelling structure have been designed over/within or landward of the existing dwelling footprint;and the proposed swimming pool and surrounding raised patio are proposed landward of the seaward limit of the existing dwelling, thus avoiding any new encroachments on existing wetland setbacks. All of the proposed construction is compliant with Town zoning, including building height, sky plane, and GFA; and Town-defined lot coverage will increase only to 13 percent. And all construction would occur outside the flood zone (FEMA Zone X) and landward of the bulkhead and retaining wall that stabilize the embankment fronting Hog Neck Bay. Nevertheless, several mitigation measures are proposed to ensure compliance with the standards for permit issuance set forth in Section 275-12 of the Town Code and consistency with the goals of LWRP Policies 5 and 6,particularly the protection of water quality and the quality and function of the surrounding Hog Neck Bay beach and tidal wetland ecosystem. 1) The existing conventional, nonconforming septic system, which is located less than 60 feet from mean high water, would be removed and replaced with a low-nitrogen, I/A sanitary system located at least 100 feet from mean high water, thus creating an immediate potential improvement to the quality of groundwater and surface waters. 2) A proposed stormwater drainage system is designed to capture and recharge runoff from the proposed dwelling additions and patio; and a separate, dedicated drywell is proposed to contain pool backwash. 3) Except for the footprint of the previously permitted deck adjacent to the bulkhead, the entire area between the bulkhead and top of bank is proposed to be permanently maintained as a vegetated non-turf buffer. 4) An additional 5-foot wide non-turf buffer is proposed to be established and permanently maintained in place of existing lawn landward of the top of bank. 5) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. 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 � k 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 N 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 N 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 DATEFebruary21,202s Robert E. fferm4nn Amended on 811105 T SURVEY OF DWELLING L O T S 10 2 - 10 3 USES PUBLIC WATER DWELLING MAP OF USES PUBLIC WATER CEDAR BEACH PARK FILE No. 90 FILED DECEMBER 20, 1927 S 7gaC.9�AR P SITUATE X 8_69 6 50„ E 0I1VT DR BAYVIEW 1 _ �� 88_8' 00.47' EASTEDGE OF pgVEMENT 7.05X S 8 3*2 6 TOWN O F S 0 U T H 0 L D 12 7_35 '00„ E 100.729 SUFFOLK COUNTY, NEW YORK w 925x _ _ S.C. TAX No. 1 000-90-02- 19 ® 1 _ _ _ 4.4X4.55 SCALE 1 "=40' n0 © 1 I m 545 SEPTEMBER 23, 2024 S 6 14: 1 I ro i w 1 I x m O 401 .603 DEEDED AREA = 48,496.5 sq. ft. DWELLING I A x `� USES PUBLIC WATER I m 1.113 aC. 16 LOT 1 3 m 1 o I 3 d TO BULKHEAD AREA = 46,040 sq. ft. 1 N / 1 N 1.06 ac. LOT 104 1 OT I 102 e '� / � v / vI GRAVEL F 1 GRAVEL DRIVEWAY r A E Q4E 1 DRIVEWAY I K 6 10 •�l�-1 18 18.74 1 I ��G\UM g�OC G X 1 I _ DWELLING LEGEND: 1 LABOR USES PUBLIC WATER OVER �P� 19.6 16.4 �STOOP �' I 12 15.8 FE 42f AC Q. 24.4' 'SLAT I o PIPE FOUND AC '?;,;, SpS GONG. APRON Ita_aa LOT 101 GFA CaICUIatIOnS CONC. MON FOUND 24.4' �� UTILITY POLE .^, 16 ti 20 IOO 32.4• a CAR 4GE 14 46,040 sf to bulkhead I S4,3• 44.13 1'S \� 5,100 Sf PLUS 5� In eXCeSS Of 40,000 Sf © ELECTRIC METER R VEL \ _ 1 W0�4.8 \57 r ry��,0 3.9' r.j R/OGEHE/GHTT�700 FNo, 920 RA HoNSE n SHORR 0.8E D .�. B.7 Max. Allowed GFA = 5,402 sq. ft. o WATER METER V TIE 41P I SlgjF ARBOR_ p WELL 1 ___ _ _ 16 �O �( LA _OVER-_PnR. N 24.e' t662 c/E CELLAR ENTRANCE Y� 116_66 — 1 Slq 10 TWI RW9 79 PA Do NOTES: BW9.8 / SLATE ��0,`• 17.20 2 \ 1. ELEVATIONS ARE F EFERENCED TO N.A.V.D. 1988 DATUM NOTE: LOCATIONS AND EXISTENCE OF ANY _ vN ��UMNS _� S EXISTING ELEVATIONS ARE SHOWN THUS: 00.00 SUBSURFACE UTILITIES AND/OR STRUCTURES 8.62 2=06 wA�l S.8•E 1 VINYL RETAINING W, WO) WOOD 16 X NOT READILY VISIBLE, ARE NOT CERTIFIED. _ STEPS w HIGH Wq �ALONG __ VINYL4 o METES AND BOUNDS SURVEYING OFIRECORDYANDS�E�TEO��ENACTS h WOOD BULKHEAD —DOCK OODRETAINING WALL TwI t.7s 12 ,O WHICH A TITLE SEARCH MIGHT DISCLOSE N — Bw6.e6 53 PROBST DRIVE SURVEY MAP BEARING AO CENSEDDLAND URVEYOR'S 7 WOOD \ SHIRLEY, NY 11967 SEAL,I A VIOLATIONSUBDIVIS F OF E I.SECTION 7a22'20„ srEPs _ __ e_70 `WOOD °v 14ip 7lli•,,,• ` PHONE (516) 972-5812 EDUCATION LAw w ��CK _ \, l Q c surveyduderheil@gmail.c0m 'Copies from the original of this survey map 1 Fti „ oe` not marked with an original of the land 2.49 ti ' ' •f. ``�= r 6 surveyor's inked seal or his embossed seal 8Z� Q4'E ti C ttt� p�\ya j ' LOTS: 19 BLOCK: 02 SECTION: 90 DISTRICT: 1000 shall not be considered a valid true copy.' �J /�7 ,.T"` .4' 1',,Y,,R..,�S 'Certification indicated hereon signify that ��f �+ _' >„ MAP OF: CEDAR BEACH PARK this survey was prepared in accordance with �- ,� fp _ the existing Code of Practice for Land Surveys .[/�1' I'°'`- '.r T' adopted by the New York State Association of 4O �o Professional Land Surveyors. Said 0 28 s2, C: o_; . , = SITUATED AT: BAYVIEW certifications shall run only to the person k for whom the survey is prepared, and on his 4 J `'`' TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. behalf to the title company, governmental s. D ' y:. 6,5 I'y`er •,s e ; agency end lending institution. U Certifications are not transferable to j� 7 ?, �/ t' ��` additional institutions or subsequent owners.' A Y ;; ; ;, CERTIFIED TO JOB NO.: 24-308 DATE: SEPTEMBER 23, 2024 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM l PROPERTY LOCATION: S.CT.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q� 1000 90 2 19 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN is FR Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT Yes No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within the Scope of work for Proposed Construction) +/-48,496 sf Generated by a Two(2")Inch Rainfall on Site? ❑ (This item will include all run-off created by site b,What is the Total Area of Land Clearing (S.F/Acres)) clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed +/-22 000 sf Site improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed X PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures IndicatingSize&Location?This item shall include all proposed Grade Changes and Construct an 807 sf 2nd-floor addition over part of 1-story portion of existing 3,338 sf t& Slopes Controlling Surface Water Flow, 2-story dwelling with attached garage to remain;construct on landward side of dwelling a 3 Does the Site Plan and/or Surve}'describe the erosion ❑ 336 sf 2-story addition(partially in place of existing 90 sf stoop with arbor to be removed), and sediment control practices that will be used to 288 sf front porch addition,and 350 sf grade-level masonry entry patio/walkway;construct control site erosion and storm water discharger.This on east side of dwelling a 16'x 32'swimming pool surrounded by an 868 sf masonry patio, Item must be maintained throughout the Entire Construction Period. raised+12"(waterside)to+36"(roadside)above existing grade,and install atop patio a 6'x 4 Will this Project Require an Land e Filling, Natural or ❑ T outdoor shower(piped to drywell);construct on west side of house a 5'x 8'landing with 1 q y gQ g Excavation where there is a change to the Natural steps and 200 sf grade-level masonry patio;install 4 high pool-enclosure fencing;remove Existing Grade involving more than 200 Cubic Yards existing conventional septic system and install new I/A sanitary system;install stormwater of Material within any Parcel? drainage system;permanently maintain area between top of bank and bulkhead(excluding 5 Will this Application Require Land Disturbing Activities existing I F x 68'deck)as a vegetated non-turf buffer;and establish and permanently Encompassing an Area to Excess of Five Tousand maintain a 5'wide non-turf buffer adjacent to top of bank,all as depicted on the site plan (5,000 S.F.)Square Feet of Ground Surface? prepared by Michael Macrina Architect,dated February 4,2025. 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres:including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes Elare part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges. Q fSWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8-Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ 1.The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material;' 1:1 required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit. In addition,the SWPPP shall Area?(This item will NOT include the installation of Driveway Aprons.) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE:If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and radices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. g P P P g (NOTE:A Check Mark(X)and/or Answer for each Question is Required for a Com feted A lication). STATE OF NEW YORK,COUNTY OF - --------------Suffolk SS -------------- That I, Robert E.Herrmann __ being duty sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the Agent-for Owner - ------------------------------------------------------------------------------------------------------------------- (Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed herewith. Sworn to before me this; ------------------- 21st--- ---------day4,f, February------------------ 12025 Notary Pub ' ----------- --------------- �Applicanti) FORM - 06/10 KIM H. STEPHENS Notary Public-State of New York No.01 SU015931 Qualified in Suffolk County q AAv Pnmmiceinn Fvniree 6uu ncf nq 9n,)- t • 920 CEDAR POINT LLC,920 CEDAR POINT DRIVE EAST,SOUTHOLD •d. IT tit � � r ( Y rt~�_!r F1 t• ,i, 4•;� t. 11 f ►' 7 e r JOINt silo ti 1 Figure 1. Aerial view of subject property(center)and surrounding properties to east and west in 2023. Image from Suffolk County GIS Viewer. r , one 45 __ a,. ,. .. � n� n■ . ., -- _- x y rid'•• a `r.,' r ?; Figure 2. Looking north over embankment(to be permanently maintained as a vegetated non-turf buffer)at waterside of existing I&2-story dwelling and location of proposed 2nd floor addition over portion of existing first floor. • 920 CEDAR POINT LLC.920 CEDAR POINT DRIVE EAST.SOUTHOLD y :Y 759 fV +� ,' III III Ilf if' Figure 3. Looking west along top of bank(and location of proposed S'wide non-turf buffer);and toward east side of existing dwelling and location of proposed swimming pool and raised patio addition to east side of house. nor an Ae L4 d r rya 1M , e { Figure 4. Looking south toward Hog Neck Bay at east side of dwelling and location of proposed swimming pool and raised patio addition,to be located just seaward of edge of driveway. New°we am 02gM 1.9yU $b IB 9 +s 101w,6 •• SaIT,gLD "" ,t h fe t 3 � tSMcl y�- ziNU CEDgR paw mr \ �'Q 1 2 K+ W{EtaDE u•r h 3 a r I e �U 1.2NU rh 12 h 6 T•. Taw aP -- -- - -- - J ` _`mot �� _ Towns souT,ww 4 ,h, i •.. �, �. ---. ,• i xLNcl t1 a `h NEST W h ° M ' n.v � M lP Q• V' a LAKE r.u..uu wm -1.Q(1 � � ruy Taw aF ♦h � `. � e � • 1 w' LAKE • a., ° • a fa � 31 DR� vNU re ti to � to M rhr ` r HOG '77- NECK BAY "'"^""� '•* "' --- — —•°'-- --^-- rwnce ,y COUNTY OF SUFFOLK © u w soun,O�o secrioN NO ER�, _ -- ,,,-- gyp, Real Property Tau Service Agency Y �0 GnYrPo Frora�nr,tN, M D.rr i• •. rlrH^a�rNd u- _ r.u. --.-- ou.�--tr-- rr • . r V yY„�''d, I P rmcr rw t010 PROPERTY WIP SURVEY OF DWELLING LOTS 10 2 - 10 3 USES PUBLIC WATER MAP OF D WELLING USES PUBLIC WATER CEDAR BEACH PARK FILE No. 90 FILED DECEMBER 20, 1927 'f S 79aCEDAR p SITUATE �8.69 6 50" E OINT DRI� BAYVIEW .87 EDGE E EAST TOWN OF SOUTHOLD Z G 130 — OF PAVEMENT 0• 7e 7.05x S 8 J o 2 V'0 O"7 �11.43' 12 ° — WIRES _ 7.35 E 100°729 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-90-02- 19 — 4.46 » 1 x4.55 SCALE 1 =40 m 5.4 SEPTEMBER 23, 2624 N I �' 1 � m 14:1 1 ; I 6 I o DWELLING I ; 0 401 .60' DEEDED AR;A1 3 4a8,496.5 sq. ft. USES PUBLIC WATER I I 0j LOT 3 j o I d TO BULKHEAD AREA = 46,040 sq. ft. is I cy =�{ ." — 1.06 ac. 1 I e LOT > 04 OT I 102 1 1 I 1 ai ' I I I GRAVEL I CRA DRIVEWAY J` , VEL �Ly _FE. O4E / DRIVEWAY I B 10 6 18 X 18.74 I 1 �E GWM BOCK 1 I DWELLING �y- P AR80R p �� USES PUBLIC WATER � 1 SATE STOOP yyP LEGEND 19.6 16.48 1 12 15.8 o PIPE FOUND ACO 6 FE 42E IE CD „"' 244 ;* \ STF S CONC. APRON 114.44 CONC. MON FOUND 1-ki ccN 0 244• LOT 101 GFA Calculations �j UTILITY POLE '�� 14 46,040 sf to bulkhead .^, 16 0�20 1p0 32.4' �c.AR4GE S` o © ELECTRIC METER 4,3• \14.13 ;4 `�` �� FF �. Fe p6, 5,100 sf plus 5/ in excess of 40,000 sf �O1 8 1\57 `y 3.g, RipGHri7 FRAME HOUSTORY ai OUTDOOR E Max. Allowed GFA = 5,402 sq. ft. o WATER METER d `5 00 No. 9H SE •n SHOWER W0o0 F 1 ,�, 48.7' I 1 TIE SAP SLAjF ARBOR_ 16 .. O WELL � Lq — OVER PORCH 24.8' 16 62 c/E CELLAR ENTRANCE Y� /16.66 — _��� 1 SLq TE — NOTES: TW11.79 10 BW98 SLATE PA no `o'=' 17.2 1. ELEVATIONS ARE f EFERENCED TO N.A.V.D. 1988 DATUM NOTE: LOCATIONS AND EXISTENCE OF ANY 2 MNS v hN L� `O 16 EXISTING ELEVATIONS ARE SHOWN THUS: x o0.00 SUBSURFACE UTILITIES AND/OR STRUCTURES NOT READILY VISIBLE, ARE NOT CERTIFIED. 8_62 =__ WACC 5.8•E 1 RETAINING WALL W S WOOD HIGHWA— TEP$ 4 .^, THIS SURVEY N SUBJECT TO ANY PERTINENT AC TS 'i METES AND BOUNDS SURVEYING WHIG`��TILES HMGHTPDIISSCLOSEF ACONC WOOD 8(/LKHEAp Op K VINn RETAINING WALL TWI 1 79 12 ,O 53 PROBST DRIVE 'UNAUTHORIZED ALTI7U710N OR ADDITION To A A. I -- BW8.86 SURVEY NAP BEARING A LICENSED LAND SURVEYOR'S WOO _ d SHIRLEY, NY 11967 SEAL IS A VIOLATION OF ARTICLE 134•SECTION 7209.SUBDMSION 2.OF THE NEW YORK STATE N o 2 STEP$ 2.78 — 10 N EDUCATION LAW 77 --__ o PHONE (516) 972-5812 22 2 0 — _ 8-7o WOOD ... W DOCK - CD surveyduderheilC�gmail.com not from the original of this survey map not marked with on original of the land 2.49 ^ �t surveyors inked seal or his embossed seal Ft. ' '~� `. }, '=: � LOTS: 19 BLOCK: 02 SECTION• 90 DISTRICT• 1000 shall not be considered a valid true copy. 8 7 0.4E M y Certification indicated hereon signify that J `+J •I <. ' •� this survey was prepared in accordance with MA 6,e S P OF: CEDAR BEACH PARK ' the existing Code of Practice for Land Surveys 4 ' I -:5 =f' adopted by the New York State Association of Professional Land Surveyors. Said 0 SITUATED AT: BAYVIEW certifications shall run only to the persr �O 0 28�>' ti S� _ '� for whom the survey is prepared, and c TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. behalf to the title cam any, govemmenl 7 a 1' P'ution. 'N&� 8S ��>'/ �� �• "'�° Certifications)are not transferable to I.r. additional institutions or subsequent owners." CERTIFIED TO JOB NO.: 24-308 DATE: SEPTEMBER 23, 2024 i WOVEN WIRE FENCE - 36" MIN. FENCE POST Solid Cover (Traffic Bear'g) ZONING CALCULATIONS : WITH 1/2 GA. MIN., MAX. 6" MESH SPACING) 8" dia. drain inlet Grade WITH FILTER CLOTH OVER C z to drywell connection ,. SDR-35 sewer pipe I 12" max j min deeded lot area (to tie line) = 48,496.5 sf(1.11 acres) HAY BALE pitched at 1/8" per foot ` SEE HAYBALE DETAIL p �I-Traffic Bearg Dome landward to bulkhead = 46,040 sf(1.06 acres) ` 20" MIN. minimum I 8" dia. drywell to I I ® ® ® ® ® ® I SCTM# : 1000 - 90 - 2 - 19NDISTU FLOW - GROUNDRBED drywell connection j " ® ® ® ® j 4,000 psi Reinforced ® ® EA . . ® ® ® ® ® ® g ( yp� Zone: R-40 non conforming lot 6" dia. roof leader I � i x I Conc. Rings t ( 9 ) DWELLING ® ® ® 0 ® E41 - LTER CLOTH connection j ® ® ® � ® ® -3'-0" min. Collar • Setbacks:zl CBE8"PINTO GROU D USES PUBLIC WATER I ® ® x �- 16" MIN. I I Principal Building Accessory Setbacks Wrap drywell with ® II i EA F, VA �� Backfill w/Clean front = 50 ft front = 50 ft C x ® ® ® � � � ® I Sand & Gravel DWELLING landscape fabric Em ® ® ® - 1 side (min.) = 15 ft side = 15 ft itE:� ct ® � ® � - 1 1 side total 3 Arch SECTION WOVEN WIRE FENCE USES PUBLIC WATER � 1 (total) = 5 ft If unsuitable/clayey soil is rear = 50 ft (MIN. 14 1/2 GA., l „ ( MAX. 6" MESH SPACING) uncovered at base of drywell I 24 min. I 97 L Main Street Stony Brook NY 11790 10' O.C. MAX. 36" MIN. FENCE POSTS, Add a wick down to sand L-------------- ---J • Total Lot Coverage: (landward to bulkhead) DRIVEN MIN. 16" INTO GROUND _ Ground Water 20% max. lot coverage allowed _ _______ __ _ _- --- ___ __ __ __ _ _ _ __- --- _ __ _ - - - 46,040 sf x 20% = 9,208 sf phone. 631 686-6585 _ _ _ - D D we I I D eta i ___ - _- _ __- --------- -- --- -- ___ __- _- -_ __ --_ - (max. allowed total coverage) email. MMacrina@MMArchitectAIA.com _ -- -- - - -- _ = -_- - -_ _- _ = 8.69 S 7 0 web. MMArchitectAlA.com - --- - - -- --- -_ _ _ -- - - ' not to scale _ - - _ HEIGHT OF FILTER 9 6 �� N T _ _ X O E LOT COVERAGE CALCULATIONS These plans are an instrument of service and are - __ _ __ - - --_ �s'MIN. O 07 the exclusive property of the architect. U U Infringements of the concepts and design ideas STORM WATER presented on these drawings shall p prosecuted�o _ -_ _ _ = EDGE OF 0 0. 4 7 landward to bulkhead presented the fullest extent drawings the law. Copyright 2uted OYl 8'MIN. PA EAS � �. I VE8,3026100 o (area 46,040 SF) Michael Macrina Architect, pc. All rights reserved, MEN 7.05 S T 8 3 2 6 0 0 " RUNOFF the part of the plans may en reproduced without PERSPECTIVE VIEW � � 12 OVE X E the expressed written consent of the architect. D kNIRES 7 35 1 0 0 72 , EXISTING PROPOSED TOTAL 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS : STEEL EITHER T OR U 1 1.43 CALCULATIONS: TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE OR 2" HARDWOOD _-- 2. FILTER CLOTH TO BE FASTENED SECURELY TO ^ Drawing Status WOVEN WIRE FENCE WITH TIES SPACED EVERY FENCE : WOVEN WIRE, 14 1/2 GA. 9.25 HOUSE 3,338 SF 336 SF 3,674 SF 24" AT TOP AND MID SECTION. 6" MAX. MESH OPENING ' PROPOSED RUN-OFF: � - 4.46 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN Existing Elec. Meter Vy�7 X with attached EACH OTHER THEY SHALL BE OVERLAPPED BY FILTER CLOTH : FILTER X, MIRAFI 10OX, roposed �- 4.55 • Run-off Factor= 1.0 GARAGE SIX INCHES AND FOLDED. STABILINKA T140N OR 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED APPROVED EQUAL. • ' 3 ater Vault '�--_ • Rainfall =3"(.25') AND MATERIAL REMOVED WHEN "BULGES" DEVELOP 11 IN THE SILT FENCE. PREFABRICATED UNIT : GEOFAB, • Proposed Additon/Porch Area =624 sf Issued EQUAL Existing OR APPROVED EXIStIO well to be I Q1 5.45 • Proposed Patio Area = 868 sf STOOP g0 SF MINUS O $F Pro•e ct Limiting Fence Detail i I (y used f-on'rngatlon � / � • Volume Required = wi ARBOR 90 SF y I a1 (rainfall) (area) (run-off factor) "I" to not to scale C m 17' x 1,492 sf x 1.0 = 255 cu.ft. FRONT •!� 14 ' i U3 s+ r -e401 , 601 rnN q COVERED 0 SF 288 SF 288 SF I r s !e e s _ • Drywell Required= 8 ft.dia. Drywell Ring=42.42 cu.ft. per foot of height PORCH /su ; O 255 cu.ft./42.42 cu.ft. per foot of height=6.0 ft. DWELLING /o I t9 • Provide: ARBOR 536 SF 0 SF 536 SF N -C x O (1)8 ft dia. x 8 ft deep drywell ring tr� USES PUBLIC WATER o/o, c n ^ RAISED PATIOm� �I I� O 16 X �X �ao L T I 10 c PROPOSED POOL BACKWASH Dates L0 T 104 Pro osed I/A OWTS O T 1 0`" 0 / Q I(D / (1)8 ft dia.x 4 ft deep drywell ring SIDE 0 SF 40 SF 40 SF 2/4/25 Updated site plan Proposed System 0 1 0-3 N AREA OF DI RBANCE LANDING designed by others o / I (22,000 8 FE Cy RAISED 0 SF 868 SF 868 SF EXISTING 1 &2 STORY / to _ / / POOL PATIO DWELLING WITH m / s PrOJectlirniti O �r ATTACHED GARAGE ( LP V...., n9 fence 0., POOL (5 bedrooms)to be renovated / ( P mc; / y 0 SF 512 SF 512 SF with additions&alterations "� / (6 bedrooms) - EX. RAISED �- �/ z. / I x GRAVEL 72 SF 0 SF 72 SF F.FL.18.24 u DRIVE FE 1_�oo.S 3 WAY LANDING qE �-� _ rOmtO _ V�� �10 TOTALS 4,036 SF 1,954 SF 5,990 SF etb O , m / 8C bank EX GRAVEL I �X SLOG G WAY LG propose 8.8 /0 4.2 /0 13.0 /o No. Date Description � a Proposed 350 sf DRIVE ��M o 0 0 18 �^ /Existing 90sf grade-level entry- �� 8 P 75 stoop with arbor I patio/walkway 8 dia.x8'dee G FA Calculations tio, outdoor show to � m � dition drywell Project et ack fro � �-`� /&walkw ex � �' � ropos ADJACENT 18.74 P-fbank� ��� oved I dryw 8' . deep DWELLING 46,040 sf to bulkhead HOUSE Proposed 5'x8' / �� / wool d ell USES PUBLIC WATER 5,100 sf plus 5% in excess of 40,000 sf = 5,402 sq. ft. Landing&Steps ,� ' �i 16f4 I ,� Proposed 7 f`+Se lour 12 = SITE PLAN LEGEND : Proposed FE Proposed 200 sf First Floor 3,206 sf ' 42' Grade-Level 2q 4 a 'ry r 34 3� Addi(sh over with g First batch) ootprint<- L 0 T 0 Addition & Patio ►� , ! Pro (shown with a hatch).��---'propose ��� - Second Floor = 1 ,237 sf Existing ce spool L, r p poked pool equip. �� Indicates Property Line -- -- -- to be remo ed as __�1 r - Addition Pro sed Spaces over 15 tall ceilings = 483 sf 8 per SCDH codes i ==: Proposed epr? rade �S. Attached Garage = 458 sf Indicates Setback Line -- -- -- - - Renovation • � r .,- posed 24. ' -�` min. A.C. units cmV -------------------------- i �_� + wo story 4 14.44 .-�` �� Indicates To Be Removed _ I I relocated C� r / °,. 'Additio rY m 31' - " EXISTING , r n o EXl r 36 m ov Total GFA = 5,384 sq. ft. < 5,402 sq. ft. (conforms) ECONDr 32 , ST►NG existin ra a Indicates Fence 1p.0' r �i SFLOOR i 4 __ G F RAGE 16' X 14 C) GRA EL i ` � / r�``---_� �� -� / TH 14. 13 f • Indicates Proposed Structure 0 For ^O1 4.8' �� ��__ �_ !r r' i _ 6Pr posed FE 0 I I R or HOUSE PORCH PATIO POOL / eX� 3'q� r _�-- r i m sower piped I _ Proposed drywell Ex X ,y . a L` _ r -�_ - ' _�_ r m rY`N N proposed ' Electric Power Lines (solid cover below grade) � 1 1s.57 � `'' "� -�_ r o d ell f ADJACENT DW- n/ 48 r _ _ WO00 �. I1. "� \ --_'ram_ PROP. m raised / HOUSE Gas, Oil or Steam .o T!E �I�pa`� CO E Arbor -� - POO Pool patio Pro Proposed d ell A 920 Cedar 1 ,. _' - �r ulcer- n - P r (0 X /•- se��otto ni _ 16 Communication Lines,CAN (open grate to grade) :�fYr ■ U)/.!L) - - 24'g� 3 Potable Water Point LLC i � 16.66 _� LO, 10 +► orl 9rQde to 1 .6 T J Reclaimed Water,Irrigation,Slurry Proposed pool backwash drywell pool), BW9.87 colum patio ' l 920 Cedar Point Drive East TO --- � (typical) `o �o � �50 7' to/ � 17.20 � ��"� Sewers and Drain Lines (solid cover below grade) `DW;i p O -posed 5ft wid _ o m/V PrOlect li F 8A _ non-turf bu /� m/a _ /o pQti ^ Know s hel0N1, � Temporary Survey Markings Southold, NY WALL Ex mlting ence �1 i•1 1n 0 Proposed 48 ta'tt� 16 Cal) before you dig. Project Limiting Fence&Silt Fence 8.62 2.06 S.8'E l NYL RETAINING �a /41 /O �o pool fence liant O Proposed Excavation I W LL Sj-EPS /� � .,..� T.G. Top of Grate Jurisdiction / - 14 •,C) / Pr-lect li TW Top of Wall Town of Southold � N , NIGu AT W�DNG Ex VINYL R g fence 7022 '2 / ER ALONG DOCK TAINING A TW11.79 12 N WATER SERVICE NOTES: BW Bottom of Wall Suffolk County 0 W WO D 8VLKHEAD / LL BW8.86 WALL I.E. Invert Elevation 1 / 0 4,�� Install piping on property,4'-6' deep below finished grade,from the 1 •83 2 78 / building to the existing vault(tie in at authority's copper tail) _ 10 L.D. Leader Drop Drawn By: E5. INpOD 8.70 WOOD Type"K"soft copper 1-1/2"diameter pipe M.A.M. Area between top of bank T EPS DOCK r/� Maintain 1 Oft separation to all other utilties&septic system. T.D. Top of Drywell and bulkhead ^/ 2.49 e Checked By: i 2_ (excluding 11'x68'wood deck) 6,o F I' to permanently remain as 40� E. 0 4, Indicates Electric Service -E-E-E E-E E M.A.M. /- vegetated non-turf buffer 28�, E TEST HOLE DATA. \c (1; C. nV Indicates Water Service -w w w w w w- Job No. °`-' tiC �. N1 8S TEST HOLE DUG BY McDONALD GEOSCIENCE 2342 • � � \ Indicates Direction of Grading Pitch 3 2/p ON DEC. 18, 2024MI ]VI CSheet Title : / / �, EL. 15.0' 0' Indicates Existing Spot Elevation +el 39.0 V\_ 7 • �� 2.0' MIXED SAND&LOAM Indicates Proposed Spot Elevation el 67 Site Plan V 20� - Zonin • � Indicates Stacked Stone Retaining Wall g Proposed Site Plan 2.0 BROWN CLAYEY SAND (SC) 4.0' � - Drainage 1 •• = 20' THIS IS AN ARCHITECTURAL SITE PLAN P P g Indicates Proposed Landscape Screening BASED ON INFORMATION FROM A 10.3' PALE BROWN FINE SAND(SP) SURVEY PREPARED BY : Indicates Catch Basin Sheet Number EL. 0.7 GROUND WATER Indicates Test Hole/Burin TH Metes & Bounds Surveying 14.3 g north 43 Probst Drive, Shirley, NY 11967 WATER IN PALE BROWN Limits of Clearing/Grading last revision dated: Sept. 23, 2024 2'7 FINE SANE(SP) Non-Turf Buffers 17.0'