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HomeMy WebLinkAbout1000-87.-1-21 �V SOU OFFICE LOCATION: , �� MAILING ADDRESS: Town Hall Annex ® P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) s1s Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: July 14, 2025 Re: LWRP Coastal Consistency Review for HALLE EATON SCTM# 1000-87-1-21 Cole Environmental Services on behalf of HALLE EATON requests a Wetland Permit to demolish existing two-story dwelling, existing shed and brick path; construct a proposed two-story 3,684sq.ft, dwelling with an 8'x52' covered front porch; a 10'x92' first floor rear deck with pergola and 15.5'x17' steps to grade; two 17'xl7' second-story rear decks; a 17'x38' in-ground pool, pool enclosure fencing with gates, a pool equipment sound deadening enclosure, and a pool drywell; install an irregularly shaped 27'x68' wood deck around pool leading to a 4' wide boardwalk; abandon existing septic system and install a new I/A sanitary system landward of dwelling; install a,permeable roundabout with stone steps at grade to main and side entrances; relocate existing 6' high fencing and install additional 6' high fencing; install A/C units and a generator; install a stormwater drainage system; existing irregular shaped ±40'x±40' two-story garage and koi pond to remain; with the edge of first floor rear deck and edge of pool foundation to be planted with native, non-fertilizer dependent vegetation. Located: 1480 Old Wood Path, Southold. SCTM# 1000-87-1-21 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 INCONSISTENT with the LWRP. The proposed habitable structure will be located within FEMA flood zones: 0.2%Annual Chance Flood Hazard X 1% Annual Chance Flood Hazard AE Relocate the single-family structure outside of the AE structural hazard flood zone to meet policy 4. Increase the setback to the "swampy area or wetland area" from 27.1' to the single-family residence by moving the single-family residence landward to meet policy 6. Retain the existing vegetation on site. The pier line should consider the homes much farther seaward than the proposed. 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 Sou6old !�MTP CONSISTENCY ASS ESSMEnL "ORM JUL 10,2025 SOUTHOLD TOWN A. u4sTiltucTIONS PLANNING BOARD I All applicants for perndts* including Town of Southold Agencies, shall complete this CCAF for proposed acdorLs 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 Prograra. p_rp�o rose- aft a�vaill�`be evaluated as to its "Sioilificani 6einefictal;and a:d rerse`effects upon the coastal area whie `includes all..of."�outhol'd T wn 1, 3: 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. Thdsue la art cr. aixtast lbe,�.r l itaedi a;i ,d0fl lYst fh. sue 4 and iadn s_ab)yorfiaa,P.,&'aC s; If an action cannot be certified as consistent Mth the L`��VRP ' olicy standards and conditions,it dell not be undertaken. 3 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 OYSITE AND PROPOSED ACTION SCTIVI#1 1000 ,:87-1 ii PROJECT NAAVI, 1480 Old Wood Path New Residence ' The Application has been submitted to (check appropriate response): , Town Board ❑ P➢atitii$ig Board❑ Building Dept, ❑ Board of Trustees ❑✓ I Category of Town of Southold.agency action(check appropriate'response): (a) ,kction undertaken directly by Town agency(e.g.Ycapital ❑ construction,planning activity,'agency regulation,land transaction) Li (b) Financial assistance(e.g.grant,loan„subsidy) 4 (c) Permit,approval,license,certification: a Nature and extent of action: Please see attached protect.desR�iption� Location of action:, 1460 Old Wood Path,Southold, NY 1.1971 �— Site acreage: 6.73 - — Present Land use: Residential Present zoning classif cation:_R-80 2. If an application for the proposed action has been filed with the Town of Southold agency, the following r infoirrialion shall be provided: (a) Nance of applig'a'0 Eaton Cole Environmental Services on behalf of Halm -- _e , (b) Mailing address:--425Montauk Highway, East Quogue, NY 11942 i (c) 'Telephone number: 631-369-9445 It Will the action be directly undertaken,require funding,or approval by a state or federal agency? ,❑ If yes, which state car federal agency? Yes ✓� No NYSDEC _ C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. .Provide all proposed Kest Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. D ��l✓14 P°ED �`!l"'P f�Mcy Polity I.. 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 locations,and minimizes adverse effects of development. See LNVRP .'sections In—Policies; Page 2 for evaluation criteria. 'WJyes F7 No F� Not A.pplicab.le -, Proposedconstruction is m.keepng character of the y and maximizes distance to wetlands and beach to the greatest_extent possible. y^ � wi. e c _community and �ittach additions!sheets tf necessary Policy 2. Protect and preserve historic and archaeological resources of the' Tmvvis of Southold. See LWRP Section.IYY—Policies Pages 3 through 6 for evaluation criteria 7 'lies u No❑ Not Applicable The majority of the proposed residence Is within the footprint of the existing residence.Minimal excavation is proposed. 7777 Attach additional sheets if necessary "R Polity 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See L` RP Sectionn IH.-•Policies Pages 6 through 7 for evaluation criteria ❑✓ : 'Yes ❑�N ❑ Not Applicable Proposed construction''is in keeping with the character of the community and maximizes distance to the wetlands to the greatest extent possible. Proposed residence does not extend further to the beach to the south nor the wetlands to the west as the existing residence does. Native ve etation is ro wed at edges or rear deck and �. wire . .. g p p g pool The proposed project aims to keep as many existing trees and native vegetation as is possible to help preserve the natural`beauty of the pr6odrty- Attath'addifidnal sheets if necessary. NATURAL COAST POLICIES Policy el. Minimize loss of life, structures, and natural resources from flooding and erosion. See 1L Section III—Policies Pages 8 through 16 for evaluation criteria Yes No I❑:loot Applicable Distance to the wetlands has been maximized to the greatest extent possible. Attach a3ciitional s beets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold.See LWRP Section Ill[ —Policies Pages 16 through 21 for evaluation criteria LJ; 'Yes ❑ No L of Applicable A new 1/A system is proposed as are drywells for the pool and roof runoff. Attach a itio'nal 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 LWRII Section III Policies; Pages 22 through 32 for evaluation criteria. ®.Yes °❑No ❑ Not Applicable Existing trees and native vegetation are to be preserved to the max extent possible. Additional native vegetation is proposed thro perty. Proposed residence does not extend further to the beach to the south nor the wetlands to the west as the existing residence does which minimizes impact on these ecosystems. 4 Attach additional sheets ifnecessa ry Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section Ili][ — Policies Pages 32 through 34 for evaluation criteria. `des ❑Igo a Not A�pplic:ible t i Attach additional sheets'if necessary Policy Se 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. ' 0;Yes 10 No Z Not Applicable i E, 777 s : i PUBLIC COAST POLICIES Policy 9. Provide for pubhe access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold, 'See LWRP Section III—Policies;Page's 38 through 46 for evaluation criteria. ❑ YeEl 1,40 0 Not Applicable • Attach additional sheets if necessai y s, i WOIUaNG COAST POLICES E Policy 10. Protect Southold's water-dependent uses and promote sating of new water-dependent uses in suitable localioans. See LW RP Section 111 -Policies; Pages 47 tlsronngh 56 for evaluation criteria. ' t Yes ❑ lido ❑✓ Not Applicable 'Aitacli additional sheets`if necess'aid f Policy 11. Promote sustainable use of living marine resources in Long IslandSound, the Peconic Estuary and Town eaters. See L'6 RP Section III—Policies; Pages 57 through 62 for evaluation criteria. ti Y ,o ❑ No W Not Applicable , Attach additional sheets if necessary _ Policy 12. Protect,agricultunral lands in the Town. of Southold. See LWR P Section III—Policies; Pages 62 thil ough 65 for evaluation criteria. t 0 y6 0 NOV] Not Applicable ....a,....:�.�_..�..: — ::. ...�.-...w,..,,...�...' '+..d.wv...a.;........:x««, '' -.'�,:++.w.W.wc .../;�u�.., .u+m+r....,a.::" '-v.,..,..—.-.• Attach additional sheets if necessary Policy 13. Promote appropriate use and development of enemy and mineral resources. See LWRP Section'III—Policies; Pages 65 through 68 for evaluation criteria. 11 yes ,❑'redo Not Applicable PREPARED igy Kate ummel _V��`TITLE Cole Environmental Services DATE 5/09/25 425 Montauk Highway '! = East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management Proiect Description 1480 Old Wood Path Southold, NY 11971 SUM No.: 1000-087.00-01.00-021.000 Demolish existing 2 story 3,271 square foot residence, existing 230 square foot shed, and existing brick path. Proposed 2-story 3,684 square foot dwelling with 52'x 8'covered front porch,first floor 92'x 10' rear deck with pergola and 15.5'x 17'steps to grade,two 17'x 17' 2nd story rear decks.'17'x 38' in ground pool with pool fence, pool equipment with sound deadening enclosure, and pool drywell. Irregular 27'x 68'wood deck around pool leading to 4'wide wood boardwalk. Abandon existing septic system as per SCDHS and install new I/A system landward of residence. Permeable roundabout with stone steps at grade to main entrance and side entrance. Relocate existing 6'fencing and install additional 6'fencing. Install AC units and generator. Drywells to collect roof runoff. Existing tennis court,gazebo,garage, and koi pond to remain. Edge of first floor rear deck and edge of pool foundation to be planted with native, non-fertilizer dependent vegetation. www.ColeEnvironmenta[Services.com 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management Photo Sheet 1480 Old Wood Path Southold, NY 11971 SUM No.: 1000-087.00-01.00-021.000 Photo 1—Aerial r r www.ColeEnvironmentalServices.com Montauk425 East l � Quogue, NY 11942 Environmental • ..4 Wetland Project Management • • Aerial ac< i t r Photo • of • South) :c^� ire 'h �(, =�y rd'"`p,.: .'�►," ��„'�+ La ^T r ' r www.ColeEnvironmentaIServices.com UITUOMIMIno suns 30019TWERGMT, 441 OWN Aff K /.. �e ,�y1r•.,, �.i, t � a Al LAI JL i 4+` 0 - 0 oil 0 425 Montauk Highway East .. _ Environmental Consulting (631)369-9445 Wetland Project Photo . Rear of House(Facing North) 4�.� - +�k `;:. -'� Pit ��' • ' M tr F,- ,5 Photo • • i.. �'•'4'..Y�hry �•. ' i ry'�f1Y 41 4 +' 7� `i < @ •+...fir �.�, `FFt'• v0��. .. 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Real Pr„ycr,yT=3emce Agency Ear. v — E — .w —_— na,;mi..l}�.IAe.A.u(E11lYul 6fFOKr1Eu A� or ne rwrlrewrE�iewl,va W wurwDtD vV7 rrsm�anwu ar rm nxr .ww -.' � s�Eax cuanv.uw p t...lp.... i S.C.T.M.# DISTRICT 1000 SECTION 87 BLOCK 1 LOT 21 � 1 \ 12 � �l b. °`�, \ ,�\ 3, LP \ s <� ,l, \ � i ilk c0 1 `� MON. 0' cp ' r o < , . •o O /% o , \� �e\+ i to 3 16 ' f ......... , 14 LAND N/F OF _ 1 ::::: ::: ............ ... ..: ") l NATALIE PEARSON 3 MON. ZONE X \ I 0 W QJ ,�^ 9 •� x� FLOOD Zp OU f / n _ _ NE BNDARY\✓ n / 7 --- z�' �_b.9Za CND CE ATJN SAL FL - :::. j O�J�•�P CA GARAGE o PJF` ,•t` W O.H WIRES b\� \�`. — U.P. 0iyF \\ GRAVEL DRIVEWAY E.M. /r 100DAMRE FENCE L LAND N/F OF ZONTNE(EL6)�y i HED;;:DONALD X / SONNENBORN `�, �y �`` Q f D Ct j �) PIPE ( ....... ..\ PIPE �O \ :..•.•2 STY FRM.: :::::::::: G2 DWELLING:.:;::.... ..:.. l i DECK O 1 KOI o0' O - = � t 3 t / ('�POND - ----\--,AS DELINEATED BY COLE ENVIRONMENTAL SERVIC_ESy;/2024 f\ � LAND N/F OF C BALLENGER FAMILY LIMITED oFg�Po� J I 5 LIABILITY COMPANY / MOH. FEMA BOUNDARY ~� COASTAL BARRIER RESOURCES SYSTEM A \A m f NOV. 18, 1990 J S z 0 MON. p -n m � n m C) I` 1M t0 c-D i ATE WAVE ACTIO BOUN ARY LIMIT F MODE 4.8'E 00 W O ZONE AE(EL 6) FLOOD ZONE BOUNDARY ZONE VE(EL 8) THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS _ _ _.. PpMW---..—..—..—ems, —.. mHVV_.. _. ..— AND OR DATA OBTAINED FROM OTHERS. __ AREA: 249,690 S.F. or 5.73 ACRES ELEVA77ON DATUM: NAVD88 S 79026'15" E TIE LINE ALONG MHW UNAUTHORIZED ALTERA77ON OR ADD17ION TO 77-IIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM THE SURVEY/S PREPARED AND 70 HIS BEHALF TO 7E NOT COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U710N /�LISTED HEREON, AND TO THE ASS/GNEES OF THE LENDING lNST17UTlON, GUARANTEES ARE NOT TRANSFERABLE. PECONIC 1[,1THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS (HOG NECK BAY) 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 CERTIFIED T0: GONZALO CARBAJO; MAP OF: 1 ' ` >�.. �, , HALLE ANNE EATON; MADISON ABSTRACT, FILED: t. STEWART TITLE INSURANCE COMPANY; SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD � SUFFOLK COUNTY, NEW YORK e• KENNETH M �YOYCHUK LAND SURVEYING, PLLC ' ✓ Professional Land Surveying and Design g g ADD TOPOGRAPY 03-05-25 P.O. Bog 153 Aquebogue, New York 11931 ENVIRONMENTAL UPDATE 02/17/2024 FILE #224-31 SCALE: 1"=40' DATE:MARCH 3, 2024 PHONE (831)298-1588 FAX (831) 298-1588 N.Y.S. LISC. NO. 050882 0 SITE PLAN OF PROPEFRTY C A R B A J 0 design architecture ptanning A A 12 ..................... 12 ................ . .10,0_ . ............ . . . . . . ........ Brooklyn Navy Yards 63 Flushing Avenue L "u I UWN U F bUUTHU Building 280 Suite 504 Box 273 Brooklyn .......... .............. tp .. ......... (646) 934 7889 . ... . . . . . . . .. ........ ... ...... ..... ....... ....... ............................. ......... NEW PROPOSED DEER FENCE 6'-0 U U N ... . . . . . SUF� Fvo%"LK A Y ... . .......... ...... . ........... CLIENT ff I Mr la ........... ....... ............. EXISITING TREES TO BE PRESERVED .......... .............. .... .... ANY REMOVED TREES TO Jim 4 8 ug"& UA"& L wu"N'k W O"t Ar I& ............ BE REPLACED 1 :1 .............. ........... .................... ............ ............ ....................... ................. .............. 1480 Old Wood Path .......... .............. SITUATED AT 1480 OLD WOOD PATH - SOUTHOLD ................... ........... .......... . .. ............ ... ......................... TOWN OF SOUTHOLD .......................... ...................... ..................... ............ .................... SUFFOLK COUNTY, NEWYORK ... ....... . GONZALO CARBAJO . . ... . ..................... ............. ...... . ............... A ............ ............. ............ ... ........ ............... .......... ............. & HALLE EATON' .. ...... . ... ............. ........... ..................... .. ........ ........... ........... .. . .......... ............. . . .............. . ........... EXISTING GAZEBO TO REMAIN ............ ....... ........ V)001 ................. ................... EXISTING GAZEBO TO REMAINI ................. ...... ..................... LOT AREA 249 690 SOF OR 5.73 ACRES �11 OPEN ACCESORY USE ................. OPEN ACCESORY USE ............ . ............. ............ . . ......... . ......... .... .................. ....................... .......... .................. ............ ............ ARCHITECT OF RECORD .......... ....... UPLAND AREA 240 037 SQF OR 5.51 ACRES ........ .............. ......................... .......... .............. (p (UPLAND AREA AREA OF LOT DEDUCTING AREA OF WETLAND) . . . .. . EXISTING TENNIS COURT TO R1EMAIN EXISTING TENNIS COURT TO REMAIN 10 NO CHANGE NO CHANGE . ................. EXISTING DEER FENCE 6'-0" TO BE .. .... . LAND LANON/FOF P( NEW PROPOSED 4'-0" WIDE REPLACED AND RELOCATED THIS SITE PLAN HAS BEEN PREPARED USING THE .14 . ...... . ....... \11\1 NATALIE PEARSON WOOD PATH OVER INFORMATION FROM THE SURVEY OF KENNETH M ....... .... ...... NATURAL TERRAIN SION WOYCHUK LAND SURVEYOR DATED ON 03-05-2025 AND '13 WETLAND FLAGGINGS DONE BY CHRIS COLE FROM ........... . . . . . . . . ..... ......... V�� 15478 ........................ ........... NEW PROPOSED DEER FENCE 6'-0" ........... ............... ............. tIX(6)4�FQO' COLE ENVIROMENTAL ON 06-22-2024. .. .......... .............. I LEAC14ING GALLEYS ....... OF ....... ..... ....... .............. .............. ............ .................... .(p .............. ............ ......... .. ......... ............................. ........................ ............ ............ ....... NEW PROPOSED ENTRANCE BRENT PORTER ARCHITECT AS PART OF CARBAJO LLC ........... .......... ....... GATE 6'-0" TALL 53 CAMBRIDGE PLACE, BROOKLYN NY 646.934.7889 ... . ......... ............. ............. EXISTING GARAGE TO REMAINI .. ........ 1 00'FROM PROP.W ............ STING WELL ......... EXI A CCESORY USE NO CHANGE ;YSTEM TO BE EXISTING GARAGE TO REMAIN TO BE ABANDONED TEST HOLE DATA SEAL & SIGN ... ........ IN USE, BULK OR EGRESS AND REMOVED ------ ACCESORY USE NO CHANGE NOTE: TEST HOLE DUG BY MCDONALD GEOSERVICES ON 09-25-24 IN USE, BULK OR EGRESS .......... e� PROP.PRIV LL NO r BE WITH IN 100' 0 DRAWING MAY BE PRINTED AT REDUCED SCALE. IT IS A VIOLAT!ON OF NYS EDUCATION LAWS, COMMISSIONER'S REGULATIONS PART —011 1-011 69.5.13 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE EL. 6 0+/- 0 '44NCE.ANNUAL NEW PROPOSED DEER FENCE 6'-0" A� ACCU i/' iTt V A 01 DIRECTION OF A LICENSED ARCHITECT, TO ALTER IN ANY WAY ANY - ...... DRAWING WHICH HAS BEEN SIGNED AND SEALED BY A LICENSED GRAVEL DRIVEWAY ELECTRIC NEW PROPOSED PEBBLE _Q RLVF_WAY_ ARCHITECT. ANY ALTERATIONS MADE UNDER THE DIRECTION OF A —011 r-L UNDERGROUND'�r PRO LINLIrmu UUINLJ GREYISH BROWN SANDY LOAM OL EXISTING SHED TO BE REMOVED RIC SER\� E F LICENSED ARCHITECT SHALL BEAR THE SEAL OF THAT ARCHITECT U AND BE NOTED "ALTERED BY" FOLLOWED BY THE ARCHITECT'S 0 V�L ORIVEW E.M. SIGNATURE, THE DATE OF THE ALTERATION AND A SPECIFIC A R EA 0 F;'l L G E S I TE P L,A I)�Y 3....... ........... DESCRIPTION OF THE ALTERATION. E 3 -011 BROWN SILTY SAND _A D .... .. .......... ...... THESE DRAWINGS ARE FDR REVIEW, DESIGN AND SCOPE DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE bflS,:AF1T7L PROP 36"NUGENT POTTER EFFLUENT ACCURACY 01 THE DRAWING WITH RESPECT TO THE EXISTING > EXISTING BRIC:K PATH TO BE REMOVED AND) REPLACED -Off PUMP BASIN WMEADIVIEN.PF3005 BY PERMEABLE Si RFACE ORENCO PUMP. . . . . . MATERIAL CONTRACTORS MUST VERIFYANY AND ALL DIMENSIONS AND NEW PROPOSED DEER FENCE 6 DIMENSIONS OR CONDITIONS. ALL CONSULTANTS AND rUJI CEN-10 I/AOWTS W1 PRECAST CON RETE .... .. . EMS SEPTI- . . . . . ..... ........... N!X)NED A CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. Hb STANDARDS -6" LIGHT BROWN FINE SAND SP .7 4' . . . . . . . . EXISTING 2 STORY FRAME ..................... NEW PROPOSED 2 STORY . . . . . . . . . . DWELLING TO BEF),EPLACED GROUND WATER FOUND PIPE., WOODFRAME DWELLING TO tBLY . . . . . . . . .... PANEL AND MAC PIPE LF,I I OTROL . . . . . .'C REPLACE EXISTING . . . . . . . . . . . . WE i- _R A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NEVV STEPS TO GRAL)E TEF RAIN Ej . . . . . . . . . . . . . AMPYAFZE�, NEW PROPOSED IN GROUND . . . . . . . . . . . . . . . . . . . . . . . . . . GUNITE POOL 27-1 121-011 WATER IN LIGHT BROWN FINE SAND SP . . . . . . NEW FENCE AROUND POOL EXISTING IN GORUND KOI POND . .�­ 4-1 . . . . . . . . . . . .......... ......... WESTWARD EDGE OF EXSITING TO REMAIN NEW PROPOSED 4'-0" WIDE DWELLING TO BE MANTAINED ...... . . . . . . . . WOOD BOARDWALK .......... ....... OVER PERMEABLE TERRAIN . . . . . . . . . . TA�:ONME Revisions By"COLE ENVIR ASDE.LINEATED ......... ...... )NME TA4 LE ENVIRC LAND N/F OF �s D PIER UN ELINEATED BY SERVICES 6122/2024 SEAWARD EDGE OF EXSITING 56/22/2024 U:j LAND N/F OF SERVI PIER LINE P LINE'" FAMILY E'. BALLENGER ... DWELLING TO BE MANTAINED EX�5TDFEV TO 13E MILY LIMITED) Rev. Date Description MER LINE POSE t4C BALLENGER FA AS EDGE L1011 LOT COVERAGE CALCULATIONS LIABILITY COMPANY RE -ACED ------- PIER Ll E E) COMPANY —---------— LOT AREA 249,690 SOF OR 5.73 ACRES ..... N _OIsTuRBANC LIABILITY EN GATE 011< 0� MON. TO REPLACE EXISTING SWAMPY AREA 9F653 SOF FEMA BOUNDAR BoUNDARY LAND N/F OF CFS SYSTEM AREA FEM' SYSTEM AREA < UPLAND AREA 240P037 SQF OR 5.51 ACRES COAST AL 13ARRIER RESOUR LAND N/F OF RESOURCES 0: C3 Nov.18,1990 COASTALBARR'ER NO 18,1990 ACAD File Name: (UPLAND AREA LOT AREA - SWAMPY AREA) SONNENBORN DONALOSONNENBORN DONALD .......... ...... MON. MON, EXISTING CONDITIONS PROPOSED ADDITION OF BEACH GRASS DESCRIPTION AREA % LOT COVERAGE EXISTING HOUSE 3,271 sqf 1.36 % Project Title: DECK + NON PERM SRFS 2,928 sqf 1.22 % SRATENOLIF ACTION 40E VI AVE ACTION BOUND 8'E Of MOD GARAGE STRUCTURE 1,441 sqf 0.6 % ITOf MO NOT BUILDABLE PORTION SHED STRUCTURE 230 sqf 0.09 % OF THE SITE (BEACH) 1480 OLD WOODS PATH co �i TOTAL EXISTING 7,870 sqf 3.28 % < 20% COMPLIES WITH CODE Project #: 2432 ZONE AE(EL 6) ZONE AE(EL 6) Drawn by: GOC ;,30 ZONE FLOOD ZONE BOUNDARY ZONE VE(EL 8) ZONE VE(EL 8) Checked by: GOIC Date: 05/07/2025 PROPOSED CONDITIONS DESCRIPTION AREA % LOT COVERAGE E R L I N E Issued for: INFORMATION ONLY ........... Drawing Title PROPOSED HOUSE 3,684 sqf 1.53 % DECK + NON PERM SRFS 3 496 sqf 1.45 % ---------- PROPOSED PLAN GARAGE STRUCTURE 1,441 sqf 0.6 % --------- CELLAR 1ST FL. 2ND FL. SHED STRUCTURE 0 sqf 0 % if LINE ALONG A A80 TIF LINE ALONG MHW VAHV4 MHW ' ONIC BAY "V TOTAL PROPOSED 8,621 sqf 3.59 % PEC _CK SAY) PECONIC BA -L Drawing Number 20% COMPLIES WITH CODE (HOG NF (HOG NFCK BAY) JON* AV% SITE PLAN EXISTING CONDITIONS- SITE PLAN PROPOSED �) � Uu ow SCALE 111=8011 SCALE 111=80' DOB Job Number 0 rmmft� sn"M AOM* Nor= E 1% ITU TEU I tiOU I H U TY N of I I I I LEGEND MATERIALS AND JOINTS EQUIVALENT TO UTILITY MAIN CI -CAST IRON r---I STANDARDS OF CONSTRUCTION AND PRESSURE TESTED EATON CO - CLEANOUT - --�- - - -- - -` TO ASSURE TIGHTNESS PRIOR TO BACKFILUNG. RESIDENCE CP - EXISTING SANITARY CESSPOOL CTG - CUT TO GRADE I i T =r - OF DB - DISTRIBUTION BOX I - ? r 10-0 10-0 , .., I,; II I7 EL - ELEVATION _-I ", I -� L---a :; g LAND N F EX - FUTURE EXPANSION POOL -- -' i EXIS - EXISTING __________ _ ____ BALLE IABI FAMILY LIMIT - FFEL - FINISHED FLOOR ELEVA110N "" ' -\ �` a - - - - - - - b=fi =_ _ LIABILITY COMPANY GE GRADE ELEVATION ;.,.). .'''..a- ' - 483.0 1 D WOODS PATH D- w >100' GPD - GALLONS PER DAY -' """° I I _` 1811-MI IMU _ _ _ - WELL&CESSPOOL 480 OL LECTRIC SERVICE LINE I" SOUTHOLD NY 11971 HEGE - HIGHEST EXPECTED GROUNDWATER -- - I ��� �) SEWER MAIN w p RAIL FENCE _ _ _, .- - to , I/A OWTS - INNOVATIVE / ALTERNATIVE OWTS ti _-- ` �� �� _ \- %y./ PRESSURE RATE REMAINS OF WOO - - IE -INVERT ELEVATION - III -`-- ' � SDR-19 PIPE OR EQUAL O _ 1 nLO LF - LINEAR FOOT " ;yJ , -a"' 09°00100,1 W ° LG - LEACHING GALLEY >> ___•_____- ---`� IfQTE. HORIZONTAL SEPARATION BETWEEN SEWER S LNRB - LINED NRB I - - - ' i AND UTILITY LINE MUST BE 5' MINIMUM o 1 I LP - LEACHING POOL I I MAX - MAXIMUM FLOW ECQUALIZEfZ I ' MIN - MINIMUM I-OLYLOK DISTRIBUTION BOX ELECTRIC UTILITY CROSSING DETAIL- WASTEWATER LINE OWTS - ONSITE WASTEWATER TREATMENT SYSTEM SCALE:NT5 SCALE=NTs 3� a I I � PROP - PROPOSED p C� S 1�1 I 1 _ I a SCALE:NT5 °`� Q SOUTHOLD PT - PERCOLATION TEST ' S� �� I I SUFFOLK COUNTY SCDHS - SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES / ___ 1 m ST - SEPTIC TANK - I ', L] I w w , TH - TEST HOLE EXIS SEPTIC SYSTEM TO BE: '\ _ I O > ABANDONED A'i REMOVE / ---- ---- -" -- I _-I ' 11 Q 'I Z UJ 1 1 TR - TREE PER SCDHS STANDARD W N Z 1YP TYPICAL \ 1 I fi o 0 o I Y WM - WATER METER \ I J I < PS - PUMP STATION / PROP PRIVATE PROP UNDERGROUND CP 1 1 W m WELL NO ELECTRIC SERVICE 1 / I. 20-INCH POLYLOK DISTRIBUTION ----ooPF FROM R P'ITNL,BB' r- \E ' ) Z BOX WNSAFETY GRATING 2, w E _ DPI i ,-- W I � 11 I --'� 15 \ z C3 ; �O 1 I U) I Z 1 ��W Il onoun r' /� Z i I N a m 0 O 3 3 W d p 0 r (n , PNo �IQ�PR�Noo _-W TH I "t Ya I � 0 1 0 I/A OWTS UO , r PRE�- r 1I �\ ! I _ 11 I O �_ 11 Q , III T04SREDUCECOUPLING COUPLINGSS 1 NP� G�5�P121Oj / I LII .'�,a 0 ---i i S ij I m or o Q II SANITARY �C) I Q SYSTEM DESIGN r i N --- -I- - I .' I � : 111 < ll I I y' -d a II I - I m w 1.25"FORCit E MAINCNN > /` i `c-� �\ i - + I a 'i o I 0A i Y O I QI A70P 2 sIaRT/ " ', 4-INCH GRAVITY SDR 3;5 / / I w ExIsnNG weu U w I E6JS± I i SLOPED AT 4"PER FOOIT / I/ ���,G ANDTO AA6ANDQNED was --" i (7 r z - j 100't AND RE vED m ��" --- - --z----`I Z Of yJ 1 1 I O / -_ I Of ILL! O �'- - J FUJE CONTROL PANEL,AND MAC"/ Z D-BOX PRESSURE DETAIL 2� w� BLOWER ASSEMBLY o 1 - ' HOMEPORT ENGINEERING SHALL NOT SCALE=NTS / / O PROP 306"NUGI NT POTTER EFFLUENT ,' I K O 1 1 / 1 PUMP BbA INW/DEADMEN PF3005 ,� ', Z N �' - ° \ ' �'' ' I' RESPONSIBLE FOR THE CO BE - p , _ ORENCff PUMP W N \ I / 0 _ � �0o N/F of N CONSTRUCTION - }r' ��Z �o ° w w_ \ PN° NNENBOR I� MEANS & METHODS UTILIZED BY THE � w 13 --- f - ,100' O FUJI CEPN-101/A OWTS WI PRECAST CONCR T•E' ° SD DEADMAAN ANTI-BUOYANCY __- Y m > \ / / pONAL �� oo� CONTRACTOR, NOR FOR THE SAFETY / --- I <I A5t z cW� X 0 LU 11 / / / & SSP 1� spa "wU -N EMPLOYEES THE ENGINEER SHALL NOT _- PROP POLYLOK Z I Q I In OF HE PUBLIC OR CONTRACTOR'S DISTRIBUTION BOX \ 1 X o° c OPQ- EX Z1�� m� /' < \ o , -3„o�`� ° BE RESPONSIBLE FOR THE FAILURE OF - -_ -_/ --- L LG o I ; w to / N I EXIS.SEPTIC SYSTEM TO BE Q �- x I ABANDONED o� � W s� \ - THE CONTRACTOR TO CARRY OUT THE ' I EX G z o J L Y �� WORK IN ACCORDANCE WITH THE N w �o° w , - ' OF } ; / / SUFFOLK COUNTY DEPARTMENT HEALTH'S STANDARDS AND / n - a LIT / / PROP SIX(6)pI-FOOT PRECAST IJ /I - 'u / / 1 LEACHING GAILEYS /i ,QP - uTURrExdnNglQN z / - j REGULATIONS. CONTRACTOR SHALL �,��°'�`' / = �Y��Q o U �: w / , NOTIFY THE ENGINEER PRIOR TO _ BACKFILLING OF ALL STRUCTURES AND J o rn C N < h ASSOCIATED PIPING. N s� ^ ? / /N EXIS OVVERHEAD ELF,CTRI TO BE BBURIED ff / 16 t w I Z-1rY'VENTILATbN PIPE SCAM aAFFI- FENCE/ / Si NT .© Sedimentation(h.arbe 55X i0� AIR LIFT PUMP C11.111 t1.1' l'nllllne(all ' SANITARY SITE PLAN "• 'INFECT ONE .. \ CYLINDERIOPTIONAL) APUh[hCn1il�CtlF`Illminl,nChamh" SAx SCALE= 1:30 A'INLETPIPF ---� �' (I s "ounET viPF D.-t'ecHnn C'hamb" I I _ O+ » JA TrIA V„IInlc I,A96 O 1, O SPFUIFIC'ATR iNti 30' 6I 0 Anae ,N,NInJI PP,IT, Fdhn g Raw 4',. FaUENT " AIR IIF*PUMP Hnaid I eAeiol'le Aledla I'NC':1'P,PF Fillin Rale 17": INLET BAFFL Flow er 3.11 ® \ x•Q TaRFhic Medm FRPI Fdhn Rale Sd°o I'I nne• PVS 21 PF,Anc„(o,cn Plasuc r('asl Iron - / Dwin l'eclam lO ii nal) (hlol lne IIIAI Is �not,OI06ZN B RFCIRCULATION PIP LOW BAFFLE 11 AIR INTAKE GENERAL SANITARY SYSTEM AND INSTALLATION NOTES nGWOPFNIx°(TP (CLEANING OPENING) 1. I/A OWTS SEPTIC SYSTEM DESIGNED FOR UP TO 9 BEDROOM HOME P'ER SUFFOLK AS-BUILT SITE INFORMATION: COUNTY DEPARTMENT OF HEALTH STANDARDS (SCDHS). FUJI CLEAN CEN-10ANTI-BUOYANCY CALCULATIONS Wi CONCRETE DEADMAN -SUFFOLK COUNTY TAX MAP ID:1000-87-01-21 2. INTERIOR PLUMBING AND INVERT TO BE INSTALLED BY LICENSED PLUWBING -EXISTING SINGLE FAMILY RESIDENCE TO BE KNOCKED DOWN AND REBUILT. CONTRACTOR AS SHOWN ON PLANS. MATERIAL PROPERTIES: 3. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH CAST IRON AT FOUNDATION WATER: 7.482 GAUCF 8.34 LB/GAL G2.4 LB/CF DESIGN FOR UP TO 9 BEDROOMS. NO CHANGES TO EXISTING GARAGE. CONCRETE:DRY: 150 LB/CF SUBMERGED/NET:87.G LB/CF 9 MAN„aE1 P CMAN„oLE mP p,•MANHOLE P MAN)ME PENETRATION AND 4-INCH PVC SDR35 DOWNSTREAM OF FOUNDATION). SOIL: DRY: 100 LB/CF SATURATED: 1 17 LB/CF NET:83 LB/CF ISINFECTON -AREA: 5.73 AC. 249,690 SF. 4. I/A OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING ONSITE CYI INDER IOPnDNAL) 1 OW OPENING. -PROPERTY LOCATED AT 1480 OLD WOODS PATH, SOUTHOLD, FUJI CEN-10 TANK EMPTY AT FULL SUBMERSION(7.0 FT): � USING THE METHOD APPROVED BY MANUFACTURER. 7 DAP IIIE TOTAL VOLUME: 1498 GAL DRY WEIGHT:92G LB CONTACT MEaA ""M ""�RASIN x"�"b �'""' TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK. 5. THE DESIGN ENGINEER SHALL OVERSEE THE OWTS DURING SYSTEM STARTUP. TOTAL BUOYANCY: I498 GAL X 8.34 LB/GAL= 1 2,493 LB W1E16AL PROPF70E5: rUEB. W.-15� WI �/ 7..4�/F -SURVEY PROVIDED BY: KENNETH WOYCHUK LS PLLC DATED: 03-03-2024 6. THE OWTS INSTALLER SHALL BE LICENSED, HOLD AN ENDORSEMENT FROM SCDHS arr,�,B/cF SualERcm/NNEr:6/.6� Sol• DIM 100,B/GF SATURATED:1117,B/CF NET:63 1 I/Ci -' 3CIxAMREB TAW s'TAIw/1'TALL24'IFM -VERTICAL DATUM - NAVD 1988 DATUM PRECAST CONCRETE DEADMAN: ASSUME EWPIYAT RILL M MM"(60 FM AND BE A FUJI AUTHORIZED INSTALLER. DIMENSIONS: 10 FT LONG X 1.5 FT WIDE X.GG FT TALL=9.9 CF -"••"-' TM011i3S4&5OF(298NJ DRY NMff:200EB -SURFACE WATER SHOWN ON SITE PLAN. ECIRCULATION - - '°E"`�1°A"�2��Lx°",e/�'--2,MIe -PUBLIC WATER, ALL HOMES WELLS SHOWN. 7. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH TOTAL DRY WEIGHT: 9.9 cF x 150 LBicF= 1486 LB o ASSFMgLY I'XCGlSf CONCRETE DEID11AAk SCDHS. THE DESIGN ENGINEER SHALL PROVIDE CERTIFICATION DOCUNAENTS AS NET WEIGHT SUBMERGED IN WATER:9.9 CF X 87.G LB/CF= 867.24 LB b •• WENSICK 4 FT DING x 4 Fr MDE 2 1.0D FF TALL SMINE CIDIAR °fd1 6-NCH ENOFDNFNt-126 CF°ONCRRE a u: DEAL der WEIGHT.IMCFx,2D,B/CF --fMIII GENERAL NOTES: REQUIRED BY SCDHS. � � i' o � "EE E,IDR IIICDNCFM DE:12.5"9 .6T.61B/S''"LB 1. DESIGN FOR UP TO 9-BEDROOM HOME. 8. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE DEOADMAN SUR1L WEIGHT FAOCEEA AREA: 10 FTDEADMAN1. AT15 5F FULL SUBMERSION(7.O FT): U, m X. © I ' ® •• ••. O OBIC MFDIA IDEOMSSMWTFACE i SIF c�S�r 2. I/A OWTS SANITARY REPLACEMENT DESIGN FOR MAIN HOUSE. PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDHS FOR I/A VOLUME OF50IL: I5 FTX 7.O FT= 105 CF Ile o OFAIDVN SURFACE o IT M.5 F7 COMMON ,ET M'IEW VOLUNIE OF�'TSUEIIEASM N Wili,49.s a x W EB/CF-4100 EB NET WEIGHT OF SOIL SUBMERGED IN WATER: 105 CF X 83 LB/CF= 8,7 1 5 LI5 �- 3. SITE PLAN AND REFERENCE ELEVATIONS TO BE USED FOR I A OWTS SANITARY OWTS & PUMP TANK. ER °NASSEMRLY / SCALE: 1:30 NET BUDTANiOFTAN 2403 LB-200 LES-2203 LB SYSTEM CONSTRUCTION ONLY. EXACT PROPERTY BOUNDARIES, UTILITY LOCATIONS 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OVWTS. ANTI-BUOYANCY CALCULATIONS: DESIGNER: TAO NET TAWIIT ANT-Cf OF Y.5WN:,0951B8 10. WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC "�"""�1°'""�`"�°410° AND ELEVATIONS ARE NOT GUARANTEED. NET BUOYANCY OF TANK: 12,493 LB-92G LB= I I,5G7 LB Tmk B 124 BANS,X03 � DATE: 04-29-202 s'tMrn Oad'ne°N"DanentlQ'- 6203 LB/2402 LB-21WE>laox SCpNR AEIXR2DEM ' SYSTEM. NET ANTI-BUOYANCY OF DEADMAN(2):8G7.24 LB X 2 = 1734.48 LB - _, • 4. ELEVATIONS BASED ON PROPERTY SURVEY, COUNTY GIS & ENGINEERS SITE NET ANTI-BUOYANCY Of SOIL(2):8,7 1 5 X 2 = 17,430 LB 24'RiserW/SaferyiceBOXToGrade 11. CONTRACTOR IS RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS ASi NECESSARY TOTAL NET ANTI-BUOYANCY: 19,1 G4 LB SECTION A-A VIEW ��`P'«'�'"_`�'•'���°�s ,",P.. rencolntemalSp/rceBox MEASUREMENTS. Mode sign) l kTightControlsPackage PRIOR TO INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. 17430 LB/ 115G7 LB= 1G5 150%SCDI15 REQUIREMENT FUJI CEN-10 I/A OWTS ' (Per Design) 5. ONSITE UTILITY MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO 6'Pump Basin Onenco FRP,Topps,or Ultranb PERFORMING SITE WORK. 12. I/A OWTS TO BE PASSIVELY VENTED THROUGH PLUMBING ROOF VENTS, NO HOUSE 1-114" 13. NO EXISTING OR PROPOSED DRYWELLS SCALE- TUTS a ------- Field -,® ® - 7. EXISTING SANITARY ACESSPOOLS(S)PROVIDBTO BE PUMPED AS NECESSARY CIRCUIT -�1 - - �►T ----- -►Feld 0sTr Grommet nsport Line To Dmmrield6. SOILTESTHOLEMCDONALDVICESTRA I- ' --- ranco designer and RBOry M''htWater pumps geAssyper PER SCDHS STANDARDS. -- -- - - -_- - GRADE EL.7.0'+ TEs HOLE lrlroRMAT!oN NOTES: --_---- -NTS- PROVIueu BY MCUONALU GEo5ERVIces ELFCTRiCAL PANEL ♦♦ !Of / \ FINISHED GRADE �/�reoo Flater/Rerinndant 06 PROPOSED I/A OWTS SEPTIC SYSTEM FOR UP TO 9 BEDROOM RESIDENCE. MAIN BREAKER i., H \% � � 1 EP\�' y rencoFlowlnducer,Simplex or Duplex , , GRA'sI3H PROPERTY LOCATED AT FUJI CONTROL renco High Head Pump Slmnlax or Duplex 1. ONE 1 FUJI CEN-10 I A OWTS BROWN 1480 OLD WOOD5 PATC HOUSE PANEL CB LI -20 AMPS- I20VAC PANEL I , O / COVER MIN. 1 MAX. 2 Model PF3005 Standard or Other Pump Srze - ' \ / Amdahl.UpOaRequest 2. ONE (1) FUJI MAC 150R11 BLOWER FUJI CONTROL ASSEMBLY AND VENT - SANDY LOAMLL 50UTHOLD•NY 1 197 1.DATED ce_LI Rt ® ® ®--- i .,,. ,,,,,, , ENGINEERING PC. I. lastL,ftmgRings(4) r r �- (OL) G OI 9-25-2024 A. ';'T•• Av. em/orcedConcrete Anti-floatation Flange 3. ONE (1) 36" NUGENT POTTER EFFLUENT PUMP BASIN W/PF3005 ORENCO PUMP --- DEPTH OF TEST HOLE 12.0' - " _ "••' "• • -' " " • 4 0'SquareCollar(Op6oneq 4G-FOOT SQUARE DEADMAN Ant Buoyancy WNh 4 O'Square Deadmary :i �.,���, BROWN SILTY 5203 LB(21691)at 6'Bury Depth 4. ONE (1) POLYLOK DISTRIBUTION ' - A ( ) E` _ m =" " " " '' -"� ORT ENGINEERING BOX ® ®� i® ® o s ND sM 4 0'± HOMEP r r r m LIGHT BROWN F 5. SIX 6 8.5 X 4.75 X 4 EFFECTIVE DEPTH LEACHING GALLEYS. HIcHST.YPECTrO FUJI SING LE LIN E O i E WIRING DIAGRAM , THOMAS A 0 DWYER, 1 (5F) SCALE=NTs LIC. NO. 094873 36- H EFFLUENT PUMP BASIN DETAIL 6. THREE (3) 8.5' X 4.75' FUTURE EXPANSION AREA. ®®®®®®® EL '_ HULL E,O, d ` PO BOX 1111 SCALE= TUTS 4 62" a WATER if; GPoi-LoWATER ENCOUPITERED AT ®®®®®®® LIGHT EL,2.5't.U5G5 SHOWS BROWN FIN` GRou"OWATERQ 5'-_BELOW WEATHER RESISTANT SETAUKET, NY 1173 ®®®®®®® EI- GRADE IG EST EXPECTED CU1 F05T AT AN ANGL ENCLOSURE SUPPLIED ) - - ®®®®®®® O SAND(5P) _5 O�± GROUIIOWATER 25' 15' II a - TO ALLOW WATER TO BY MANUFACTURER N GROUND WAT[R RUN OFF ; AC TOOK - - t - 631- - 223 8752 ®®®®® ENCOUNTERED EL 2 5 AIR BLOWER infoCa➢hhomeportengineerin 12-INCH COVER MATERIALS OWN 20-INCH POLYLOK DISTRIB TION MINIMUM 12-INCHES TO GR DE BOX W/SAFETY GRATIN MAXIMUM 24-INCHES TOG DE FUJI GLEAN NE MA 4X MAC 150 R I I COMPRESSOR _- - EXISTINGGRADEE _12't TEST HOLE INFORMATION CONTROL PANEL 10 - -- s'-s° - - -- - ---- iE:10 4't IE:1 3'± SCALE= TUTS BLOWER aTlolLv�e° SCALE= TUTS PROP z't ® ®®® ® ® ®®® 3'-0" LOCAL FEMA STANDARDS FEE 9't ®®�®®®® ®®®®®® ®®®®®® I BY LICENSED ELECTRICIAN EXIS 6-INCH±RISERS TO(GRADE ®®®®®®® ®®®®®® 2m i 1 GRADE6'f W/SAFETYGRATIPNGS ®®®®®®® ®®f=®®® ®®®®®® • C N��Y FACE OF aUILDINO ELEC.AND CONTROL ® b'® Aax,e"x1CX1"DEEP TO BI-OWEP EXISTING GRADE EL_S'� - _- . - ..- I -_.-,-� BASE OF CHAMBER EL 6.4' I PROPIE5.5't GROUNDWATER MIN. 3 vENTSTAcx COMPACTEDEMeEOME. 6"1STOPPER OR ENO PLUG CONTROL WIRING TO WA-INCHS R35 CROSSOVER PIPES 4' FLOOR SLAB OR STRUCTURE SLATE OR OTHFR owTS IE:44' I '4.2't 1 i• IE: 3't MINIMUM 3-FOOT SETS CK FROM BOTTOM OF SYSTEM TO LEACHING GALLEY DETAIL & NO-TES C- WDABLE COVER E- Uat a �- PRE55UE TREATED IE.4.0 t GROUN WATER,4'SETBACK SHOWN '- HEGW 2.5 t GROUNDWATER 2 5'± GROUNDWATER 2 5'± INTERIOR ExrEROR \ / 4X4 POST GROUNDWATER 2.5'± SCALE= TUTS % U ELEC.SUPPLY (9 84873 LEACHING GALLEY NOTES FROM DWELLING �® 0 0, -INCH PVC SDR35 _ ®LESS% MIN SLOPE.02'/LF IN SLOPE.01'/LF - SIX(G)8.5 X 4J5'X 4'EFFECTIVE DEPTH PRECAST CONCR'.ETE LEACHING GALLEYS WATER LINE 36"NUGENT POTTER EFFLUENT UMP BASIN MINIMUM 4-FOOT EFFECTIVE LEACHING DEPTH OF GALLEY sEPncTaxK�FUJI CLEAN CEN-101//A OWTS W/DEADMEN FOR ANTI-BUo ANCY - MINIMUM BURY DEPTH OF COVER 12-INCH TO GRADE,MAXIMUM 24-INCH '^ wIDEADMEN FOR ANTI-�UOVANCv - TOTAL OF G35 5F EFFECTIVE LEACHING AREA FOR OF TO 9)-BEDROOM HOME FounnarIo KFonei°nANSToNToFROM MINIMUM SETBACK FROM BASE OF CHAMBER TO GROUND)WATER 3-FOOT. ATSM 0303G COMPLIANT SW 35 SEWER PIPE 41 CLEANOUT AT FACE OF BUILDING TO OWT5 EXISTING SOIL CONDITION STATEMENT CONTROL PANELS & BLOWER ON SHEET: 0' 1 0' 20' 30' IV 220' 230' � 50' 260 270 - LEACHING GALLEYS TO BE PLACED IN CLEAN SAND AND GRMVEL ONLY(SP,SW) ELEVATION I°ROFI LE 501LCONDITIONS MAY VARY AND NEED TO BE CONFIRMED)IN FIELD AT TIME OF INSTALLATION. CLEANOUT DETAIL FEMA PLATFORM REMOVE AND REPLACE UNSUITABLE SOILS IF NECESSARY NVITH CLEAN SAND AND GRAVEL FOP.A 3-FOOT _ SCALE= NTS COLLAR AROUND GALLEY,EXTENDING DOWN INTO THE EXISTING ACCEPTABLE MATERIAL(5P SAND). SCALE= NTS SCALE-NTS NEW PLANTING OF NATIVE PLANTS . . . . . . . . . . . . . . . . . . . . . : � . . . . . . . . . . . CARB J 0 TO CREATE PRIVACY FILTER ALONG ROAD • • • • • + • • . • • • • • • . • • • . • • • • • • • • • • f • • . • • • • • • - : : : : : : : : : : : : : : . . . . . . : : : : : . . . . . . . . . 0 . . . . . . . . . . . . . . . . . : : : : : : : : . . ' : : : : : : : : : : : : : : : : � : : : : : : : : : : : : �1 : : : : : : . :t design I architecture ( planning . . . . . . . . . . . . : : . . ' : : ; . : : : ; . ' : : : . ' : : : . ' : : : . ' : : : . ' : . . . NEW PROPOSED VEHICULAR ACCESS r i , ♦ NEW ROUND ABOUT ,`t,� ' ' Brooklyn Navy Yards 63 Flushing Avenue, • • • • • • • • • NEW DEER FENCE b' IN HEIGHT Building 280 Suite 504 Box 273 Brooklyn . . . . . . . . . . . . . . . . 4' (646) 934 7889 /� - ' i • • Y • • • • • • • • • • • • • •�i • • l • • • V o i \VVV\, � . . _ CLIENT . . . . . . . . . . . . . . . . . . . ,. • . . 1. . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . ., . . NEW STEP STONE PATH \ E . . . . . . . . . . . . . . . . . • • . . . .,1. . . . • . . . • • . . • . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — ....................._........ "-- -- �i : ..w . . . . . . . . . . . . . • . . . . . . . 1: . . . . . . . . . . . , . . , . . . . . :.. . . . . . . . , . . '� . : . : . . . . . . . i . . . . . . . . . . . . . . . . . . ; : ' . : . : : TO ACCESS SECONDAY ENTRANCE ' :1�• • • • • • • . • . • • • . . • . • . • . • • . • . . . • • . • . • . • . • . . • • t ate i : • • • • • • • . . • . ' 1480. . . . :t. . . 9_� ,: Old �/ood Path . . . . . : . . . . . . . . . . . . . 1. . . . . . . : . . . . ♦ . . . . . . . . . . . . . . . . . . . . . . ♦ . � . . f . . . . . . . , . . . . . . ' 6' NEW STEP STONE PATH AT GRADE 0 '.�■.�•�■■: . ,�. . i. . . . . . . . . : . . . . . . . . . . . . . . : . . . . . . . . . . . . . }. . . , . . . . . • R)* . . . . ♦ . . : TO MAIN ENTRANCE . ■��_•LLTT�� • . . . . • . • • . . . • • 1•-�I► • • . • . . • . : • • . • • . • . • . . . • • • • . • . . • • • • • • . . • . • �' i i . . • • • • •7r . . • • . . . • . • . / ,.. . . . . . . GONZALO CARBAJO . . . . . . . . . . . . . . . . . . . . . . 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING TO REMAIN TREES AND . . . . . . . . :`: . . . . . . . . . . . . . ,. . . . . . . . . . • . . . . . . . . . . : ,: . , . . . : . : : . . • . . . . . . . . . . . . . . . . .�, VEGETATION) HALLE EAT® --._ _ i . . . . . . . . . NEW PROPOSED : : : ' : : : : : : : : : : : ; " ; ; : : : : . . . . . . . . ' `: . : ' : : : . . . . : . : : DWELLING ADITION FOR ' : ' :" . . . . . . . . . . . .. . . • . : . : . . . ; . . . . . . . . .' i . : : ; : : : : ' : ' ' : : . . . . . . . . : . . 1480 : . : ; : : : : : : ' : : : : :: . '. . : . . . . ' ' . : . . . . . . . . ' : : : ' : ' : : : : : . . � . . . . . , . .,:. : . : : ' : : : PROPOSED8'-0" � X4' . . . • ' . • � . . • • / DEEP DRYW'ELLS FOR ROOF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '... . . . . . . . . . . . . . . . . L . . . . . . . . PEARMEABLE SURFACE AT . . . . . . . . . . . . . . . . . . . . . . . . . ,, . . . c' . . . . . . . . . . . • • • • • • • • • • • • • • • • • • �• • '• • . • . • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • . • . • • • • • • . • • • • • • • .w • • . • j • • • • • • • • •i • • • • • • . • } �./ • . • • • • • • • • • . • • • • • • �• • f • • • \. • • •`•' • LEVELED GRADE •-r • • RUN-OFF ARCHITECT OF RECORD ` - -- - STONE STEPS AT FRADE . . . . . . . . . T . . . : . . . . . . . 1. . . . . . : , . : . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . : . : . •.,,e . . . . . . . . . . . . . . . . . . .'.`�\. FFL. ELEVA. 7'-0" � � � ' �: . . . . . . . . . . . . . . . . . . . . . . It 0 - - - - - - - - - o " . ' NEW PROPOSED 2 STORY EXISTING SEAWARD AND . : . ' ' : : . . ' • : : : : : : : . : ' . . . . . . . . . . . . : : : :.. . . . . . : : : : : : . . : : : . : ' • ; : ; . .,. ..' � : : : : : : : : : • : : �� : : ' i' : • : : : : : : : : . . . . . . . . . . . . : . . . WOODFRAMIE DWELLING TO WESTWARD EDGE TO BE MAINTANIED . . . . . . . . . . ♦ . . . . . . . , . . . . . . . . . . . . . . . - _ - . . • . . . . : . . . . . r . . . . . . . . . . . . . . . . . . . . . . . . REPLACE EXISTING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . �c . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . _ . . . . . . . ,, . .-: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G /f AS SEAWARD AND WESTWARD ' . . . ' . . . . : : : : : ' : � . : ' `: ' : : ' . ' . ' . . - • : ' : : � : : : : : : : . . . : ' . : : : ' ' . . : . : : : . . ' : . . : . . ' . . . : : : : 1�y LOCATION FOR PROPOSED DWELLING + + . . . : .. . . . :. . . . . . . . . . '' . . . . . . . . . . . . . �,. . . . . �l ' . . . . . . . . . . . . . . . . . . . . . . . - , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . r PROPOSED HOUSE . . . ' . . . . . . . . . • . . . . . . . . . . . . . . . . GENERATOR STRUCTURE + + + • • : ; : • ' : : . : 1. : : . ' : : : : ' : : : . ' : : : ' : . . • . . . . . . : : : : ' : � ' : ' : : :' : . : : : : . . � . . . : . . . . . ' . . . . . . . . . . . . . . : . . COVERED ENTRY PORCH • [, Ty . . . . . . . . . 1: . . . . . . . . . . . . . ... . . . . . . . . . ♦�. . . . . _ _ ' D� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '. . . . . . . . • . . . . . =. . . . . . `� IJr478(as per discussing with Board of + . . . . . . . . . 1. . . . . . . : : : : : : : . . . . : : : : : : : . . . : . _ . . . . . . . . . . . . FFL. ELEV. - . . : �. . . . . . . . . . . . : : : . . . . . . . . . . . . . . . . . . ,4q Trustees on Site meeting 060324 + + + + . . : . . : • ;: : ' . .j: • • . . . . . . . . . , . .. .` . . . . : : : , . ' . • . . : . : . . . : .�. __-- -- 2'-0" -- -_-- :�: : ' . . : : " : : : : : . . . . . : ' : : = . . . . .(�p .. : : : ' : : : ; ' : • : + . . . . . . . . . . . • � " j� '4. i ; • �`"• : : : : BRENT PORTER ARCHITECT AS PART OF CARBAJO LLC Existing furthest seaward point and �- " " " " " " " " " " " " " ' " " " " o -e L / `/ -v , . . . . . ■ . . . . . It . . r-4 . . . . . . . . . . NEW WOOD DECK 53 CAMBRIDGE PLACE, BROOKLYN NY- 646.934.7889 a e ,, r rE B /�e 1 %/I / t [� f Ff -V westward point for expansion -+ + + + + + . . . : : : : : . . . . . : : : : ..: : . . : : : . : . : .. . . . . . : : : ., -- . . .':'. . . . f. : ' : . : : : : : : : : : : : : : : : : : : SEALSIGN & proposal - to Match + + + + �- + + + . ' . . . . . . : : . . . . . .. . . . . . . . : ^I�t•90,. . . . . _. . . NOTE: ' DRAWING MAY BE PRINTED AT REDUCED SCALE. IT IS A VIOLATION • • • • • • •1 I -- • • ♦ OF NYS EDUCATION LAWS COMMISSIONER'S REGULATIONS PART SW corner of the EXISTING + + + + + + + + + . . . . . : ' : : ' : ' : : ' : ;' : : ' : ' : ' • ' : : ' : ' : " : ' : : ' : : : . . . . . . . • • ' • • ♦ • • • • • • • • • • • � • • • • • • / 69.5.B FOR ANY PERSON, UNLESS HEIS ACTING UNDER THE \ • 6 k DIRECTION OF A LICENSED + + + + �- + + + + + " ' J I " ; ; ; ; ; ; ; ; ; ; ; ; ARCHITECT, TO ALTER IN ANY WAY ANY DWELLING �, r • • • - • I ! , , , , , , , , , , • , , , ; ; ; ; DRAWING WHICH HAS BEEN SIGNED AND SEALED BY A LICENSED + + + + -�• + + + + + ARCHITECT. ANY ALTERATIONS MADE UNDER THE DIRECTION OF A has discussed w/Board of Trustees , • ; ; ; ; ; ; ; j _ y`. . . . . ' ' ' . . . . . . : : POOL EQUIPMENT IN SOUND • `• • • P i PROPOSED DECK . . . . ♦ . . . . . . LICENSED ARCHITECT SHALL BEAR THE SEAL OF THAT ARCHITECT on Site visit 06/03/24 ! FFL ELEV. 9'-0" j ' ' ' ' ' ' ' ' ; ; ; ; DEADENING ENCLOSURE AND BE NOTED "ALTERED BY" FOLLOWED BY THE ARCHITECT'S ......_...._........_.............................. . ................._ ................. ...................... .... \ — I — — — -:, I . . . . SIGNATURE, THE DATE OF THE ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. •� . I ' • • THESE DRAWINGS ARE FDR REVIEW, DESIGN AND SCOPE PROPOSED DWELLING STRUCTURE ' ` • • • DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE 1 + + + + -�- + + + + + + + i E . • : : ; ; ; ; ; ; , ; : ACCURACY Of THE DRAWING WITH RESPECT TO THE EXISTING TO B E LO CATE D AT TH E EXCACT SAM E i I �' • • • • • • • • • • • • • • • • • DIMENSIONS OR CONDITIONS. ALL CONSULTANTS AND ' ' ' ' ' ' ' ' ' • CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS AND LOCATION WESTWARD AS THE `� ' ' � � I � 1T-Or' � ! . . . . . . . . . . . . . . CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . EXISTING DWELLING STRUUTURE : : . . . : : : . . ' : . . . : . . . _ POOL DRYWIELL PROPOSED _ 8'-0" 0 X 4' DEEP DRYWELL : . . . . . . " " " ' : " ' FOR POOL RUN-OFF CLOSEST DISTANCE FROM + + + + �- + + + + + + + + + + " : : : : . . . ' . . . : - . • . : PRO�OSEDDECK PROPOSED DECK EXISTING DWELLING TO SWAMPY -�• + 2ND �L FFL ELEV. 22'- " — — — — — — — — _ _ — _ 2t D FL FFL ELEV. 22'-0" : : : : : ; • • , . • : : : : • . . . . i , i — PROPOSED POOL , , , , , , ; ; , • , , . , , PROPOSED PERGOLA - OPEN TO SKY i + + + + + + + + + + + + + + + + 27-13 • • • • • • • • • • • • � • • • AREA = 27 A P P R OX. 4 ; 1ST FL. FFL. ELEV. 9'-0" , i + + + + 4. + + + + + + + + + + + . . . . : . . A ' . . ' ' ' NEW PROPOSED IN GROUND CLOSEST DISTANCE FROM + + + + + + + + + + + + + + -- -- - - - - - - - - GUNITE POOL AT GRADE OF THE Revisions t \ r re 1'?'E-2 �tF i 15t-6 ")tt 1� d r re �I`� � • . • . . • . . . . 21 -0 L 4 v -4 21 _t . 20' 0" ~ ~ ~ �-' DECK = +2 -OI ELEV. OVER PROPOSED DWELLING TO SWAMPY + + + + + + + + + + + + + + - - _ _ _ _ _ _ _ �: o- b � ; ; •': : : : : . . . . . . . . . . Rev. Date Description - --- - -- --- - `, �►� �i . . . . . . . . . . NATURAL GRADE p AREA = 27' APPROX. + + + + + + + + NCE AT LEAST 20'-0" i AWAY FROM SWAMPY AR A - - ' ' ' ' ' ' ' DRYW C . . . . . . . . . . : . . : . . i EDGE OF POOL FOUNDATION TO + + + + + + + . . . . . . . .\, . DRYWELL . . . . . . . . PROPOSED DWELLING STRUCTURE : : : : : : " : : : : : : : : : ' : : :'' : . ' ' ; : : : . BE PLANTED WITH NATIVE , . . . . fa, . + + + + �' + + EXISTINb\GA . . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . . : '. . . . . . . . Oe_ ,,, . . . . . . . : : : : :-. '�; : ...... . . . . . . . . . . . . • , . . . . . . . . .1 . . ,. . STEPS TO . . . . . . _ r<. ,-L ,: - - ,- NON-FERTILIZER DEPENDANT ACAD File Name: e TO B E LOCATED AT TH E EXCACT SAME . . . • . . . . PROPOSEDGRADE ff . ; . . ... . . - l —,`r . . . . . . . . . . . . . . . . . . • . + + + + +� + + F L. ELEV. 6'-0" ,` � VEGETATION LOCATION SEAWARD AS THE : . .: : - : : : : : � ' : : . • •�• • •~.�➢' .f . • • . • • • • • l • • 1• I • • • • • • • • • • • • • • • • • • •~•� l • I • i • • • • . . . . . . . . EXISTING DWELLING STRCUTURE : : : : : : : : � . . . . . . : : : : : : `L . . • : : : : : : : : : : : : : : : : : : • : : : : : + + + + + . . . . . . . . . . . It . . . + + + • • ` • • + • • • • • • • • • • • • • • • • ♦ • • • • • • • • • • • • • • • • • • . • ♦ . • • . 0 1. ' w- SEAWARD EDGE OF DWELLING CLOSEST DISTANCE FROM + . - _ _ _ _ _ _ '� . . . . �.. . : : : : : : : : : : : � : : : : � ' It _ ,_ -- - K r . . : . : . . . . . :_.._: : . . � . ' . : . � : . . ' . . . � . ' w ' . . . . . . . . • . . .P1 . . . . . . . . S. . . . . . . . . P Iu� : : . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . *ITEM DISCUISSED WITH TRUSTEES ON EXISTING DWELLING TO MHW - 65' : : : : : ; : : : : : : : : : : : : : : : : : : : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SITE VISIT O /0 /24 . 1 3 Project Title: ---- ---- - - - - ENT AL . . . . . . . . . . . . . . . . : . .� ..: �� . . . : . . : : . . : : . . : . : . . • . . . :` . . . '.' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPROX. DELINEATED BY COLS EN : : . . . . . . . . . . � • : . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . : . . . . . . . . . . . . . . . . AS . . . . � . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . � . . CLOSEST DISTANCE FROM VICES 6�22�2024 : : . • . . : . . . • . . . : • . . „ • • . " . � . . . . . . . • . . . . • . . . : " ' : " " " : : : ' " " ' : ' : � A " " " " ' : " ' — PERIMETER OF DECK TO BE PLANTED WITH SER ` � �` 1480 OLD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ._ y _._. . _. . • .�=...■.....-:-. . , ' .� . W 0 0 D S PATH'.-- NATIVE NON FERTILIZER DEPENDANT PROPOSED DWELLING TO MHW = 65' . . . . . . . . . . . . : ' : : : : ' : ' : : ' : ' : : ' . ' : : ' : : ., . . . . . . . . . . . . _ . .-' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . : ' • : � : " � : : ; � . . . . . . . . ' : . L4-. . . . .\` i \ . . . . ;: . .~ VEGETATION o\. . APPROX. - . . : : : : : : . . . . . : : : . . . . . . . . . .�. .:: . .--: : : - GATE : : : : : : : : : : . . . . . . . . . . . . . . . : : : : . . . : : : : : : : : : : : : . . ' • • -_ • ..: EXCISTING ETpBE • • • • • • • • • • • • • • • NEW PROPOSED4'-0" WOOD PATH OVER . . . . . _-- ' .-. . . . . . . . . . . . ,,,,..r.. . • FENC . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . .~. . . . . . . . . , . . . . : . . _ (pROPtOSED of . . . . , , . , . . . . . . . . . . . Project #: 2432 — — — — �-- �' EpgSEpGE �IMIT • • • • • • • • • • • • • • • • • • • • • • • • • • • • PERMEABLE NATURAL TERRAIN TO BEACH — - — PIER LINE . : : : : ' : : : ' REPLA�C . .. � . NON-DISTURBANCE) :- :/: : : : : : : : ' : : : : : : : : : : : : : : : : : : : , . . : : : : : : : : : : : : : : : : : *ITEM DISCUISSED WITH TRUSTEES ON Drawn by: GOC I • • • • • • • ' • • • • • • • • • • • • • • • • • • • • • • • • • SITE VISIT LINE . . . . . . . . . . . . . R - - / . . . . . . : : : ; . . . . . . . • . . . . . . , . . . . . . . . . . . . . . . . . . Checked by: GOC f . . . . . . . . . . . . . . . . . . . . . . . . " . " . ' • • • " ' • • ' . • ' Date: 05/07/2025 - - . . . . . • � • • • • • _ Issued for: INFORMATION ONLY Drawing Title f 1 �� `- PROPOSED ENLARGED SITEPLAN oC' r , f Drawing Number I- ` _ - _ r �--' ■ PROPOSED ENLARGED SITE PLAN DOB Job Number SCALE 1"=15'-0" N 0 f C A R B A J 0 design I architecture pLanning Brooklyn Navy Yards 63 Flushing Avenue, Building 280 Suite 504 Box 273 Brooklyn (646) 934 7889 CLIENT 1480 Old Wood Path 911-01, 201-011 IT-0 171-011 171-011 20'-0" GONZALO CARBAJO & HALLE EATON ARCHITECT OF RECORD M Po 100, Qzji B 00 BRENT PORTER ARCHITECT AS PART OF CARBAJO LLC -;00 53 CAMBRIDGE PLACE, BROOKLYN NY - 646.934.7889 SEAL & SIGN oe NOTE: DRAWING MAY BE PRINTED AT REDUCED SCALE. IT IS A VIOLATION OF NYS EDUCATION LAWS, COMMISSIONER'S REGULATIONS PART 69.5.13 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER IN ANY WAY ANY 00' DRAWING WHICH HAS BEEN SIGNED AND SEALED BY A LICENSED oz ARCHITECT. ANY ALTERATIONS MADE UNDER THE DIRECTION OF A LICENSED ARCHITECT SHALL BEAR THE SEAL OF THAT ARCHITECT AND BE NOTED "ALTERED BY" FOLLOWED BY THE ARCHITECT'S SIGNATURE, THE DATE OF THE ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. D THESE DRAWINGS ARE FDR REVIEW, DESIGN AND SCOPE DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE ACCURACY Of THE DRAWING WITH RESPECT TO THE EXISTING CD DIMENSIONS OR CONDITIONS. ALL CONSULTANTS AND k CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. H 11 H H E LO i LO Ole ktl A A4 X Revisions ev. a e -L �4 -t ACAD File Name: -F-FT F- I -T--F 1-1 -F-T-1 C? Project Title: ..................................... 1480 OLD WOODS PATH Project #: 2432 Drawn by: GOC Checked by: GOC Date: 05/07/2025 Issued for: INFORMATION ONLY Drawing Title PROPOSED PLAN CELLAR, IST FL. 2ND FL. Drawing Number A M A � 'luffJMU "I PROPOSED ROOF PLAN DOB Job Number SCALE 1/411=11-011 N of I 1 2 3 4 5 6 s. C A R B A J 0 I I I I I I design I architecture I planning I I I I I I Brooklyn Navy Yards 63 Flushing Avenue, Building 280 Suite 504 Box 273 Brooklyn I PROPOSED MASONRY I I PROPOSED MASONRY 646) 934 7889 I CHIMNEY CHIMNEY ROOF RIDGE m , I I I I co 1 I ROOF € I -Z CLIENT -J 1 l CEDAR ROOF SHINGLES TO BE j' x \" CEDARI `? SELECTED BY OWNER /� '` >• SELECTED BY OWNER BE I 2ND.FLOOR \ PATE HEIGHT5 1480 Old Wood Path d I 17 7 7 4 �j _- GONZALO CARBAJO `T � I,,. , / '/ ., �,,;. ' i'I� \/\ \�,/ •,�' _ , _ I I. -; CEDAR SIDING TO BE ' SELECTED BY OWNER • \ \ , HALLE EATON 1 \ X§ ................... ............ II i 4 — / t f� t t _ ...... I I 0 S-02I �S 02 - --- 5-01 T - S-0T 5-02 IS-02 ii" I : I I it .. -..... ,._ L . . .-_. ...—, N I I. ry1 I S Q3' I f , i I t it _ 1 2ND.FLOOR , ARCHITECT OF RECORD J ;� � ` $may I /f V__ _ ' �- + --if _�1_ N I I I I ��TJ�--- - N ��1 -- n _- pp / �I — \ -— / \ ; \' y i:',' ,/ •, \/ ., .-.-..-- I / •/ ..... - II ,/ •, \r Y J , \, �! a� > C -- X X r A a 1 -02 III -- /. \,, _. - El U \, / -- �, \ - r' I\ / C7 + 'I I" I IF_®2 I a o _— — -- 1 El I I , . - SIC ------------- fE ENTRY PERGOLA�� i , IF 'F-01 ��,. ,��� - .. F-011 F-Q1 �' EXITING TO REMAIN NATURAL u;! P OV ED TR RC - - _ TERRAIN GRADE ELEV. 7 0 _. POOL SAFETY GATE �•,. ---- ---- II - __.. - -F1 � - PO IN HEIGH) I I ----:: I _ ---_ __:_: - - - ! -- ' r 15G18 GEDAR SIDING SELECTED BY ---- `--- I - -- - � � El _ " = 1-- - _=- CEDAR SIDING SELECTED BY --' �' "{ LINE OF EXISTING GRADE �, OWNER OWNER 1ST.FLOOR Q� NE ------ — ri it GROUND EXISTING LEVEL \- I o'--o" BRENT PORTER ARCHITECT AS PART OF CARBAJO LLC / /CRAWL SPACE LEVEL' \ ;'' 53 CAMBRIDGE PLACE, BROOKLYN NY - 646.934.7889 , / , / , / // / / ,' // ' i // , / /,' _ ' ELEV.—2'-0" , ,,/, , ' , , , PROPOSED POOL NOTE: DRAWING MAYBE PRINTED AT REDUCED SCALE. IT IS A VIOLATION /APPROX SEA LEVEL '✓ OF NYS EDUCATION LAWS, COMMISSIONER'S REGULATIONS PART ELEV.-6<_�)) 69.5.B FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE SEAL & SIGN DIRECTION OF A LICENSED ARCHITECT, TO ALTER IN ANY WAY ANY DRAWING WHICH HAS BEEN SIGNED AND SEALED BY A LICENSED ARCHITECT. ANY ALTERATIONS MADE UNDER THE DIRECTION OF A LICENSED ARCHITECT SHALL BEAR THE SEAL OF THAT ARCHITECT / AND BE NOTED ALTERED BY FOLLOWED BY THE ARCHITECT'S SIGNATURE, THE DATE OF THE ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. THESE DRAWINGS ARE FDR REVIEW, DESIGN AND SCOPE FRONT ELEVATION (NORTH) DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE dm ACCURACY Of THE DRAWING WITH RESPECT TO THE EXISTING DIMENSIONS OR CONDITIONS. ALL CONSULTANTS AND SCALE 1/4"=11-0„ CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. 6 5 4 3 2 1 Revisions Rev. Date Description I I I I I I I PROPOSED MASONRY I I I PROPOSED MASONRY I ROOF RIDGE ACAD File Name: CHIMNEY r'' CHIMNEY �R �T�'i!'�S'z I I I I I C? ROOF ry CEDAR ROOF SHINGLES TO BE I I CEDAR ROOF SHINGLES TO BE 07 2ND — .. SELECTED BY OWNER SELECTED BY OWNER `- .., _ Project Title: � - - I' SELECTED BY OWNER I � I �`y}v v'' --- \X� �Y k'k , k x \ _ _ i �� y�(� I � � - - - I .��\ k �� }'X• � , y : y - _ 1480 OLD WOODS PATH H GH HAD RAIL I - _ — y 3b" HIGH HAND RAIL E ODE 5-04, - - S-Q1 5-01 !S 03 J 5-04 I p31 - _ PER NYS CODE - -- --t-- _- _-_-- - k, I I I 1 ,) 2ND.FLOOR pk�' , (/I - - M Project #: 2432 Drawn by: GOC Checked by: GOC �II Date: 05/07/2025 Issued for: IN ONLY I j I I (F-p4� I I it IIII i! I: III I I � p-r� l I , Vj ..-......... _.._.._.... ............. .......... Drawing Title OA K E TR PEE P RG L II., � IJ,:I,;_,!! I i ' EXI ,NG TO MAIN NATURA° f Al OR/ DE ELEV. 1ST.FLOOR -'� ,"/ --- _ b�IN HEIGH G�' E PROPOSED PLAN - -------4 ....................... 71�:::::....:.... i CELLAR 1ST FL. 2ND FL. _- -- - , i c a LINE OF EXISTIN GiZADE GROUND EXISTING LEVEL ` - - _ CRAWL SPACE LEVEL ELEV.-2'-0" / % / / % /' i� / , / ,� tuber / 10 APPROX.SEA LEVEL Zummunurl /X DOB Job Number REAR ELEVATION (SOUTH) SCALE 1/4"=1'-0" N of I C A R B A JQ design I architecture I planning A ► B C D E F G H Brooklyn Navy Yards 63 Flushing Avenue, Building 280 Suite 504 Box 273 Brooklyn (646) 934 7889 PROPOSED MASONRY CHIMNEY ROOF RIDGE. E Lt .20'-2�_IF All 7-1 CLIENT CJ G 0 6 ROOF FF--�L -�2'i C A CT I I II � Ic II : _ I I I � I �_ l l I I I1480 Ol d Wood Path I iilI � :II,' I 1i: Ii ; iiisiis l i . I ii i tIIi II€! , �!: I' li !i fis ,I I (l€I i i iI .: ii � I iI ! (iS Ii II�I ' IfII 'j: II ' I `€lE€II,I ;i I iiI ))F,ic H GLIES�TiOi 'BE 7 G 4 N Z4 L O CAR B AJO 2ND.FLOOR ER,CT E OOF PLATE HEIGHT ; i I __ _ � _ CEDAR SIDING TO BE LL LE EATSELECTED BY OWNER , r.,f 'X Ix J It, . ®i AND RAIL 36" HIGH H UPERNYS CODE J. T-63 ---� ARCHITECT OF RECORD H U AN OCCUPATION if BAL ONY NOT FOR V k `x, 1 2ND.FLOOR FF ELEV. CEDAR ROOF SIDING CEDAR ROOF SID114G TO BE SELECTED BY OWNER TO BE SELECTED BY CWNER r M p XV\/X"\'1 I OPE CVERED V ENTRY ................... y N COWERED X --PCDRCH V rENTRY /Y X f EXITING TO REMAIN NATURAL 5479 I C-0 51 TERRAIN GRADE ELEV, +5"-0" WE* L 1ST.FLOOR BRENT PORTER ARCHITECT AS PART OF CARBAJO LLC 53 CAMBRIDGE PLACE, BROOKLYN NY - 646.934.7889 F- I GROUND-EXISTING-LEVEL--Ag-L— F r ELEV.+/-0'-01. SEAL & SIG N P I FVE1 . .\ �, \ � \ � \ \\ �` '� �, , ' �,, \\\ , \ �j \ ELEV: I\,-r NOTE: 1, ,\! I DRAWING MAY BE PRINTED AT REDUCED SCALE. IT IS A VIOLATION \ `' \\\ ,! \ `�. OF NYS EDUCATION LAWS, COMMISSIONER'S REGULATIONS PART 69.5.13 FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE Z DIRECTION OF A LICENSED ARCHITECT, TO ALTER IN ANY WAY ANY APPROX.SEA LEVEL \ \ \ \ \ \ \ \\� \ \ \\, \ \ ELEV�117 . DRAWING WHICH HAS BEEN SIGNED AND SEALED BY A LICENSED \\ ARCHITECT. ANY ALTERATIONS MADE UNDER THE DIRECTION OF A X, \ \ I \ \\ I \ \ .\ \ . LICENSED ARCHITECT SHALL BEAR THE SEAL OF THAT ARCHITECT \ \ \ \ \ \ \ \ \ AND BE NOTED "ALTERED BY FOLLOWED BY THE ARCHITECT'S J SIGNATURE, THE DATE OF THE ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. THESE DRAWINGS ARE FDR REVIEW, DESIGN AND SCOPE SIDE ELEVATION (WEST) DESCRIPTION ONLY. NO REPRESENTATION IS MADE TO THE ACCURACY Of THE DRAWING WITH RESPECT TO THE EXISTING SCALE 1/4 11=1 1-0 11 DIMENSIONS OR CONDITIONS. ALL CONSULTANTS AND CONTRACTORS MUST VERIFY ANY AND ALL DIMENSIONS AND CONDITIONS WHICH ARE CRITICAL TO THEIR WORK. H G F E D C B A Revisions Rev. Date Description ROOF RIDGE FP ELEV.2U--2ii--r— A i 0 It IIY;4` Y C I i i I l I ( 1 ACAD File Name: ImMT I ' ! ll Zz 2ND.FLOOR C �l Q)0FS61G- 0 ICI fi ! 1 I a I ii 11 i t 3 i il3 ' PLATE —4=4� I All 1 11 X CD X 1/1 36" HIGH HAND RAIL X Project Title: t H[ BAL PER NY CODE CONY NOT OR tit ................ HUMAN OCCUP TION C? 2ND.FLOOR FF LEV. n j y 1480 O L D W O O D S PATH CEDAR ROOF SIDING H H CEDAR ROOF SIDING TO BE SELECTED BY OWNER TO BE SELECTED BY OWNER /V Project #: 2432 V X /V\ A X Y \\X//, X\ X y 'x'X Y\ Drawn by: GOC X\ BACK COVERED JA C7 ec GALLERIA ........... { OPEN COVERED - j Chked by: G O C (5] F- I.......... IF 051 ENTRY PORCH l �, Date: 05/07/2025 Issued for: INFORMATION ONLY 1ST.FLOOR --------------- L <'s 1, 4. ELEV.2' Drawing Title GROUND EXISTING LEVEL l ' // / ■■■■i��► ,/ // / ............. ................................................... —-------------------- ........................ .................... ELEV. 07— ........... ................ ........ ........... ............. zoo" .......................................................... ........ PROPOSED PLAN /tRAWL SPACE LEVEL AIL / ' / // i —�/__/ %�—+ /. iv$f! . ./. ....... / /' ELEV/ ;/' ,/,// l i/,'/ .-2ii-W /* ADE LINE Or EXIST1 R CELLAR, 1ST FL. 2ND FL. /,' / // i /� /' / I� / / � i"/ / / / / //' / / / / � / / / / / / i/ / f,- �,� ., , /f- / ,/ ' / i�/` '_/. ' // / / / % / / / / COI '/ - / / / / '/ , Mr APPR ./SEA'LEVEL ELEVZ-67 Drawing Number A U6 EAST E L EVATI O N DOB Job Number SCALE 1/411=11-011 N of