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HomeMy WebLinkAbout1000-111.-9-11 SOU��®�® Cou ,� To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 12, 2024 Re: LWRP Coastal Consistency Review for TRACY HELLER& MATTHEW GLASSMAN SCTM: 1000-111-9-11 En-Consultants on behalf of TRACY HELLER & MATTHEW GLASSMAN requests a Wetland Permit to remove and replace in-place existing bulkhead with new vinyl bulkhead (temporarily lift/shift existing accessory structure to allow for bulkhead replacement, then return to existing location on replacement pile foundation); backfill area and revegetate any disturbed portion of bluff slope with Cape American beach grass. Located: 4995 Nassau Point Road, Cutchogue. SCTM# 1000-111-9-11 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. The relocation and restoration of the accessory structure cottage is recommended as INCONSISTENT with Policy 4. 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 r Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Townj. If any question in Section C on this form is answered "yes" r "no", then the proposed action will affect the achievement of the LWRP policy standards anVconditions contained in the consistency review law. Thus each answer must be explained i detail listing both supporting and non- supporting facts. If an action cannot be certi 1 d as nsistent 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 RECEIVED SCTM# i i i - 9 _ 11 JUN 0 5 2024 PROJECT NAME Tracy Heller&Matthew Glassman S6dth-6ld Town 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) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Remove and replace(in-place)approximately 201 If of existing timber bulkhead with vinyl bulkhead(temporarily lift/shift existing accessory structure to allow for bulkhead replacement,then return to existing location on replacement pile foundation);backfill with approximately 25 cy of clean sand fill to be trucked in from an approved upland source;and revegetate any disturbed portion of bluff slope with Cape American beach grass,(18"O.C.),as depicted and described on the engineering plans prepared by Jeffrey T. Butler, P.E., last dated April 30,2024. Location of action: 4995 Nassau Point Road,Cutchogue Site acreage: 1.46 acres Present land use: Residential, 1.5-story,single-family dwelling with bulkhead,cottage&deck Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Tracy Heller&Matthew Glassman (b) Mailing address: 18 Vanderbilt Avenue Brooklyn,NY 11205 (c) Telephone number: Area Code 214-536-1375 (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? NYSDEC,USAGE,NYSDOS C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® 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 project seeks to replace an existing timber bulkhead with a vinyl bulkhead in the same location to maintain the historical method of protecting the bluff,upland property and structures against erosion and flooding.The site has been improved with and supported and protected from flooding and erosion by a bulkhead since prior to 1977,and there is no viable non-structural alternative means of maintaining and protecting the upland portion of the property in its current location.Without replacement and maintenance of the bulkhead,the subject property and the adjacent,bulkheaded properties would be exposed to severe erosion,flooding,and potential damage to the residential structures located thereon.The project will thus effectively maintain the historically existing conditions along the bulkheaded shoreline without any change in,or significant adverse impacts to the adjacent bulkheaded properties,bluff,beach or tidal waters. 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 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 The project will provide the ecological benefits associated with replacing a treated timber bulkhead with untreated vinyl sheathing;and any portion of the bluff slope disturbed during construction will be revegetated with Cape American beach grass.The project will thus effectively maintain the historically existing conditions along the bulkheaded shoreline without any change in or significant adverse impact on the ecological conditions of the adjacent bluff,beach or tidal waters. 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 [:] NON Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold°s water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® riot Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. - ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY I TITLECoastal Management Specialist DATEMay 2,2024 Robert E. ffe rmU Amended on 811105 TRACY HELLER& MATTHEW GLASSMAN, 4995 NASSAU POINT ROAD CUTCHOGUE sue" :•C�£.4ytL Dr=•,: `v. O'��j'i�► .,cam V h ±r ���, •.ems —� \ __ �-..�,�, -`'f . l Figure 1. Looking north over existing timber bulk/read to be removed and replaced(in place) with vinyl bulkhead. Al { •'rY `l y Figure 2. Looking south over existing timber bulkhead to be removed and replaced(in place) with vinyl bulkhead. TRACY HELLER& MATTHEW GLASSMAN,4995 NASSAU POINT ROAD CUTCHOGUE tit 4 a - k: Figure 1. 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I AY•., £ 0; 41 ! ,ti4Y ' < P e�r a , �- 4 .r al uwar ,�, a _• ,,, �+ (}� l;M1 4N.) M 1 P 4 Eµf rA S Po :�^•^M''•�""• '�°" �""`"•.�roa�"'.•.��"" ---- "" COUNTY OF SUFFOLK N NcrTx:F . "I �.«.�w taoe secrxrl rn C) �.,„�w.� Real Propel ty Tex Semite AKenO_ �rnr v w E _ .Dr m y N r_ip_—— —— —— —— +' —.__-- '• "• r� ` fat(rntrr I?i�,.Ran«d\T 1InU Nw6eED M }o D --,—— __..—— "• .'"�• er. .. veuprtvntarD, riw.euN --- u'1J B xFK warm¢xa DerttrL root+ r� S.C.T.M.# DISTRICT 1000 SECTION 111_ BLOCK 9 LOT 11 i 1 1 I 1 11 0 1 1 1 1 J r ` 1 1 � 1 1 J 2 STY FRM• 1 1 DWELLING _ F-1 1 1 ZONE X , I + ZONE VE(EL 11) 1 ' 1 I I ; I 1 + 1 1 j l 'TIIM ER -z t 1 '1 I, 1 + i 1 ICli 1 �� Q 1OI ' I10 �/ 1 DWELLINGS WITH \ 62 ' ' I \\\ PUBLIC WATER . I I ' 1 ` 150' LOT31 ``6S! 3]7.50 I I I I l i � ���l i � I I i I i i i �` ( o 6\ I I , I I I I 1 1 1 I j w sl B 594B ,I 1 1 'i l l l l I i l ' 1 \ 'Y 1 ' `. r "TW 60.1 "13 . . + W 545 6 , I 1 Y N 783 '20 B,IN54.8° 6 °MAPLE I \ I II 62 \U. _ ° 10"0 t1 \ L\ 54Pi `\ ` " E 18MAPL '\ \ 16"OAK r� 12"MAPLE qT \\ I 14"MAPL by s 1 \1`1 1 111 i 1 I i 1 1 I ( Om 1 0 CF / — r•e•i c� �' � °� WELL by (D 12"MAPLE U1 " 1+', \1 1 t ' 1 +I t 1 1 r 1 �s� 12"OAK \ OO �� 12"OAK N I 'I\+ '1 \IY 1 1 1 IY 1 1 I I-- 6 \ \ \ 16"OAK 16"OAK Olil + il + il� � � >IIIIII rn O 12"OAK i 1 + IZ \ \ \\1 8"OAK !! I I 1 p 1 1 ', + 1 i + I I O `\ ►-+ \ \ DRAIN 1?"PINE 1 1 I + + + ,1 1 I I `\ 12^oAK e4� \\ c LOT32 ® ZONE X t 1� it 11 j 1, + , Ot 11 1111 + t �y 1 + , 11 1 Iwt ,1 Y + 1 1 � 12"PINE � YY \ \ , 1 1 1 1 Y 1 EL52.5 4539' 1�it1!I iii1Y�11�`itt1+l O �+ g �J 6 \ \ �9Y\ EL 52.9 �� m \ t + Y 1 1 l 1 1 1 1 1 1 1 + - E' � \ 16"OAK 19.1.", _ o l 1 1 1 i\ 11 1 , t +1 , \ 5.5' -`_ \ B 32 5' B 16.2' ,...:,.:.' m o � `12'OAK\ \` \ - m N'..'..'::;.:,.•iV �S �-' Z I ' t I t 1 \ 1 1 \ ` \\\�\ ::,.:.:11 r N.'.:::'.::•.:� �� ;1 \ t ` ` \ :.,:,:i;.:: UTILITY CONNECTIONS 6.5' ^ o TO COTTAGE HAVE SANITARY T-7 �rJ2 ' '" BEEN DISCONNECTED \1 - \ \ ` 6� \ '•':':'•::'lf''•�. 3,1' 1 c � 1 � � 1 I 1 \ Y 1 I I ' 1 � � � o '��/ 3 10.4f >:•: T ' ` 1 , 1 1 11 II ' :�:"'�'.Cll 7\, �' LOT33 DWELLINGS WITH 6' i— —E \ 't \ 6� ,:.::.:'•..:...:::.::: / \ `, 1 ,' I 1 I I I j , j t ::'..!m:•:tt E—>;—s—k—E-4-- `-rE—s•-r,..E� � \ �� •.•:`:1112ST`(:':::'. PUBLIC WATER FIRM 150' GUY ING;.: , ►i + 1 1 ' I I I 1 1 ` Y , U.P. � `C! _.'�`f�, .'.'.:.`� \ WOOD It Ln 11 EWLAELGK. O z / h c E� ,`:..:.:.:. ::`````•'.:':.. ,., p 11 I l t + 1 1 Y 1 + 1 { cK 10"OA�i t� I E�E`E 41 j 1\11; I 1 1, I , 1 11 , ' 1 ' I N El\5111 1111+1 $ m `\`�1 `I '+ +' , O i 1 r %12"OAK/ % DRAIN OG�e eMETER'.... 2 I '.:..;•:.'. :':. .:'�:..: 14.6' � 11� �� i � + i i i 1 � 1 , B 111 12"OAK/ / �G M.H z N I 1 , , , ,O o 9-y = 1 r i I\ \ <"s o :.•.:.':'::.: a:�:� 30^OAK �O czi� N'.'.i'i.:'.'•',:'.,:,i).:; o;�� 1 1 { I 1 ` \ , pV '' 1 1 1 1 I l l\ \ L• ` 8�i ,: :••.:'.• .:..::. 1 .2' ; '11 tl +' t 1 N1, i i I C) 'ZONE VE(EL 11) CONC. EL N I o � EL 52.3 { 15"OAS\ _ \N, �• I ^� , 1 I 1 1 I I \ `�� }�' � S21 t�`+ `t , 1 `LONE X FEMA FLOOD ZONE BOUNDARY \ _ "\I 320.001 I CJ+O cry 12"OAK r 00 AK 15"OAK W.M. �� G ��� �♦ \ \\ i 30"OAK O ACCESSORY STRUCTURE NO SEPTIC I NOWATER I S 78036 20 1\ �� \ 12"OAK 100, U.P. 12"oAK 12^OAK CWELLINGS WITH PUBLIC WATER 150' LOT COVERAGE BUILDABLE LAND (LANDWARD OF TOP OF BLUFF):49,441 S.F. or 1.14 ACRES DWELLING: 1882 S.F. COVERED STOOP: 135 S.F. DECK: 81 S.F. r 1 DECKt ELEV. 52.0 ENCLOSED PATIO: 312 S.F. t t t 2 ST BLUFF DECK: 165 S.F. t I J MIXED SAND COTTAGE: 788 S.F. t GARAGE r — & LOAM 2, COTTAGE DECK: 644 S.F. I t TOTAL: 4007 S.F. or 8.1% SP PALE BROWN FINE SAND t 1 NO WATER 7 7' AUG. 15, 2023 t McDONALD GEOSERVICES 2 STY FIRM, tDECKI t DWELLING _ J t FEMA MAP#36103CO164H t (' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL t _ J LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS — AND OR DATA OBTAINED FROM OTHERS. _ BUILDABLE LAND(LANDWARD OF TOP OF BLUFF):49,441 S.F. or 1.14 ACRES AREA: 63,621.2 SQ.FT.or 1,46ACRES ELEVA770M DATUM: _NAVD88---__- UNAUTHORIZED ALTERA77ON OR A00177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCAT70N 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 THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING /NST7TU770N LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INS77TUT70N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES 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 AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOTS 32&33 INCL. CERTIFIED TO: MATTHEW GLASSMAN; MAP OF:AMEPJDED MAP OF NASSAU POINT TRACEY HELLER; EMINENT ABSTRACT, INC.; FILED:AUGUST 16, 1922 No.156 WESTCOR LAND TITLE INSURANCE COMPANY, SITUATED AT: PJASSAU POINT CITIBANK, N.A. ISAOA,ATIMA; TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE 111 223_84 SCALE:1"=30' DATE: JUNE3, 2023 N.Y.S. L1SC. N0. 050882 PHONE (831)298-1588 FAX (031) 298-1588 EXt'"M6 LihitT OF D5EEB E-, 2 57Y FRM. ENGOMPA56ES AREA- .�...... ...... ..�,... ,....�. ...�... ...�..» «.�.., �..._,. y AF'f'ROX.3 LF:FROM THE L�TiT OF EX.NEICfHORINC t3ULKHEAD MACHINERY ACCESS BY TOWN BEACH A,C�GE55 f?D AND/ J a�ucH EXGAVATfON LiNE AhD 3 LF. ZONE VE OR FOR WORK IN --� —""` FROM THE EDGE OF PROP.FOI�l7ATION ZONE X PEC.ONiC,BAY BY BARGE AND(OR FROM UPLAND AS NE M LOT 31 F4TLA &4W TO THE TOE OF BUFF EL 11 t > THIS AREA. _ 51T�LOCATION IMPROVED LOT APPROX:3b50 SQFf {OA838oc1 `. Qo ` O ELLIN6 0 �r VEht I-OVERALL SITE PLAN- �`` o ANY PC)I?TION OF ATlnty �! PizOPOSFn r T l �F N/F ^ t fl u+ PROPOSED DI3✓tOLIT10Pt v+ THE BLUR SLOPE 4. ,.. N o o rn DISTANCE OF IN5TTwFIGE, DI nswr>DURING GOrS A. VIEW 2-PARTIAL SITE PLAN,PROPOSED � ni r TRUGTION SHALL DANILLE d ': is © _ c� $ uu a © ?� ' LIMIT NMW PE.R BE RE-VE6ETATED WI114 GAPE AWR�1 "�`` � � 'f S7EVEN PORTO 6? O - BULKHEAD REPLACEMENT Litt Z �` T N PR0�58?51 T " •' k PUBLIC WATER II o d n NE L 21ER SEAC.H 6RA55,IS O.G. vEW1- r�.'• ENLAR D PLAN AT FOUNDATION 1 c�att. LIMIT OF EXCAVATION -,o r . ...,:.... o � FOR .y' �, ..&::"s:� "r..�c;v`�.:. ._�i::,,.tr.. `'.•ri; ; r tN .54 �, 3 � 11 � P r 1 � r 6sr ry�5A1 - REPLACEMENT W/BU KHEAD "• typ)1�0 8rt A$ ANCHURINS(ARFA CIF f , ram) 62 6H549 O p ANGHORIN6 5Y5TEM OVERLAY fX o W/PROT'.� $Al.Kflll,a GY GLEAN 5"r . rYj -ni 8m GAd' N �!5 .. . S VIEW 2-PARTIAL SITE PLAN,PROPOSED � PILL TO�TR1JG#Tl�I FROM AN a L ;, FOUNDATION RBLAL dT x 2 APPRO\W UPLAND x. GONE WP1- . . .. W/ ,r 31 SOUR,!. . gY1NG : . Znx BULKHEAD ANGHIORING Y . , . s srEM ,... t tW TOP OF PROP t3U-.KNEAD IMPROVED LOT 0 ry 4 g 1545 Y cr r r:,; i,r' - : 6 L� 9 I '' ' SWAININS7 0 EL 65 n. r DWELLI �O ' �► �"�, ' VEh4 3-PU.E LCJG'N COORDINATION PLANo ;, 3 5'4 0 1 1 . � %,� OP N l I2'?dAPLE � PROPOSED b x6 CGA N/F � ,. k?'t�1K 6� TIMER t�b4LE TYP OF IRENE A.AND 62 3 .. �`�„;, rlArrl�t T. 56s fi LITTLE 5 45 LITTLE gat,� � .: ,w m I , - .. AlAt . t �.. w LARIT I < GH p YAPLE Bt ZONE VE PECONIC ECONIC BAY PUBLIC WATER 160AK 18?1APLE .. 54 ti , 5F) r fA 12f�APCE _ . . ..:...:.. 5P1 f:�:`��. s ,� I SHbWN W/ (EL 11) BAY e 9 `res N 1f EXfSTINS t 201 LF TIML3ER N TIMI$ GAP'Rf10VED P t�U-KMtEAD PROPOSED 104t x ib L6 O tr o . EX.HELL t2't�hPLE O I tYOAK a ' Ro p O N �, P TO BE Rf3•tUV�Aida REPLACED 10'�xt�'L6 '. GGA TIH'1$EF2 USED FO R 12'OAK © is ors RK AN-f CAGE)WITH VINYL HIAn CGA DEAOM OP• I, n .i? 1RRI6AT10N MOAK VJO PR PROPOSED t2OI LF v ;,LO TT }N`1!TAT': . ,fit VINYL tBIJL.KHEAl7 TO BE ,. � ... • 51�VIEW 2,PARTIAL SITE PLAN- 1 1 . R RP05E5 ONLY w � . :9 GGA GAT Lob 'WO ��' CONSTRUCT$?IN PI_ACrE OF ExfS Ns � �N EIiA KNEAD INSTALLATION THIS DVdG I TT r EWLK#�AD NOS,T0%ALI::: ''; ; 1 LENGTH USE: A g i O, 12bAK ° ' � ,-c 1 1' A5 REQU -� 5F10RE6i1 RD MODEt.b2'i, EX.5Yr o cp . _ a 0.365'THK x 10'DP x 1614,t2O1 L•F.VINYL SHEATHINS ITV s A 12"OPK 12 PVE 45 0 x fl2 L6 6ALV.TE . o zr , , EI e DRAIN© Ih ROTD(ALL C,ASC�i) CEPAR GAP.5EE SECTION AI (i}II5 DWG)FOR IMPROVED L07Sf ` . 12'PIfE 1Zbb' 1 LOT 32 0 0 1 caNSTRUGTiorl RE�GT'MT5 DrELUNe x525 u, 525x N/F a �P '� r' '` ARTt R BROhdVEsr IbroAK 52. 102 7 E,�:T�.,:--� N ,t B2 o woR '� COASTAL STABILIZATION AND 11`OAK . EXIST. �,T„ TO BULKHEAD REPLACEMENT GOURTENAY a — 1 woRK :1 EXI5TiN6 \ r T P BRENr oGONtaoR O O � 5z j,. BE TEMPORARILY AN C, O \ ... ' ........ . 52 ' caR BE RI�Y RELOCATED A=+ 10 GG GAT PUBLIG WATER m EX,5ANITARY TO IE iEM� TO .�f LOGS BLD6 FNTD i`'.`"'„ ` RELOGATED(NORTH)To 51TUATE AT: USE: RESIDENCE s� tJ N o 5Y5fEM �OGb fidoRTHU TO ALLOW FOR ! 24;20'4 15'LCXdG d. t. ALLOW FOR w-*eAD NA'55M POINT,W `Fs �: i',. REFL AGEMENT OF BULKHEAD BeeATH IT. C% ONSTALL A5 SHO► %I DATUM: NAVD88 U� �' ( - ` :: TO ' RE1P1L THEN TOWN OF SOUTHOLD UG L G �t a ALLOW 1..::. . I '' , ' r' # LOT 33 Ewy�n : ,FOR S .. i LOT 33 I TO ExisTiNG SUFFOLK COUNTY,NEW YORK APPLICANT/oIN�R: MATTE# O G ELFt L 1�STY ` R6�tAG'M91f : EXISTING LOCATION OW I SGTM NO.: iODO-J(I-O4-f( E SMAN AND TRAGIrY t� ,� PR DWL6 T, lK2 5TY ' R Air PILE +-•] m EC I , PR. DWL.6 FOUNDATION( €Xd6 10 OAK —� 04gQ5 rn - t OG e,1 I :, . ..... •. t SP2 FOR s E�aST. .. ZONE VE ' DETAILS) o =Ex.5x S �:: hD.1'fiGK 52 _ SITE DATA 63,6 F.(1.48 o n•o EXIST. DRAIN�) BLtJESroNE I $� (EL 1 l) ZONE VE SITE AREA: O o �•oAK Lam. (iO TIE LINE) IMPROVED LOT ��� DRIVEWAY � {EL 11) Df�Lul ,..+ ro REMAIN 133 I� ZONE X WLDABLE LAW: 4q,4415F.A.14 tact .(4%A TOP C ) N G Vt �bx ( (I-AI�7WAFtt7 OF BLUFF) E-IZABET AND x523 x 125b' (25b FROP05FD VINYL BULKHEAD y� m cr TO MEET EXIST-NE161�3ORIN6 BULKHEAD 6E0'VANNI GHIARELLI = YL � � DNf3LlNfi PU3LIG WATER \ /r 16bT x523 o � �' l $� EX.TIt�2!MALL P4? �t r� c� u+ 07.56GE-OF%FATHIN6 SFVU ALIM. COVERED STOOP 135 S.F. NG.f135 SEE VIEH'GI,THIS DW6 FOR GCfid (moN DECK 61 S.F. N.G.(615 N s? t x R5XIREI`4WS ftYP EA 51MJ ]ENCLOSED PATIO 312 S.F. NIL.(312 Vk g BLUFF DECK 165 S.F. N G.116�5 . TEST . 2,4.44 ' _'_'_ `�- .-.'-- -- ---- ---- ----= Go /� j 788 SP. N.G.Ow O _ � � �` \ $e HOLE �� ZONE X SUPPORT OF TEMPORARILY / 2 PARTIAL SITE PLAN - PROPOSED BULKHEAD REPLACEMENT T-BLD6/GVRG 2.610 S.F. N ✓ W 6� ��, � �;� _ _ ,_ RELOCATED COTTAGE _,,,,,. 2,s�o s.1= �o IS NOT PART OF TL LET CYR&(�, 4 M . oa5'tta f ,00'(S.F. 4p0'15.F s� THIS DESIGN DWG SET 0.0010 0.m 0.001010 \ �o LOT 34 30 15 0 30 bo ao 120 o tt GRAPHIC 56ALE 150 �^►p°3(jt24 ;.w l2'OAK IMPROVED LOT NOTE: Ex15r.uTlurY cor�IEcrioNs To S 1 0 AGt,ESSORY STRUCTURE COTTAGE HAVE BEEN 015GONNEGTIED lY 1 ° A I SCOPE OF K• tPT]r, NO WORK.NO SEPTIC /NO WATER I. NO DEM15 SHALL BE PERMITTED TO FALL 5EANARO OF AREA OP WORK IMPROVED LOT GENERAL DEMO NOTES: To ADJACENT PR4PERTE5. DWELLING 2 READ DEMOLITION NOTES PRIOR TO START OF ANY NORK N� _ 3.SEE fILL AND GOMPAGTiON NOTE5 PRIOR TO START OF ANY HORK, Eii2l,4N d tJArALIA I.sTAR'T OF DEMOLITION SHALL ONLY BE61N AFTER THE DLT•1'JLITI�t CONTRACTOR HA5 BETA SFfOVrlfd � 4.CONTRACTOR 70 VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START IF�R BLIG WATER SITE US FEDERAL,STATE; APb LOCALLY APPROVED METHODS AND PROCC FOR THE THAT ALL WIZARPOM MATERIALS HAVE BEEN PB40VW FROM TPE 10'�GG WORK. A T L.OIS :: 5.DEBRIS WITHIN THE! AREA OF WORK SHALL BE REMOVED EXIST. MATERIAL IN t�STtdd. �tg$•TO TEMPC DECK 2 ALL STRUGTU�S,BOTH ABOVE AND BELOW GRADE ARE SHIOI+N AS A GUIDE FOR DEMOLITION. ID'�x10' D1=ADMAN „�x 5. p p�� RELOCATION OF 1=Xi5TIN6 STRUGTI� (GOTTAE�. OVERALL SITE PLAN - Le 2 yn of`iL851JRFAGE 5it�1GTUREy ARE ESTIMATED TO HE LOGATFn A5 SFIOI�i.THE G�v kv x 12 LG VINYL SF T PILINS b•RELOCATE STRUCTURE(TT:MI'ORARILY),Tf�1 EXISTTNS POST ANL CERTIFYING EN61N�12 DOES NOT AT tCST TO THE HOGTJRA,GY OF Tt$LOCATION OF THE 5t 65UF�AGE BOLT W/ S&V.TI RODS SHIOREbUA+RD M10DB_b2S, GIRDER FOUNDATION SYSTE K 1 PROPOSED DEMOLITION 3. f °R PROPOSED MNYL BIB KNEAD ry GEDAR'GAP WAS 4p x b•ccA a�es•i�c X Io't� -t.REMOVE PART Of T EXISTI GONTRAGTOI?(5)AT THEIR RiSK AND LIABILITY. x(4'FI, NEi E�ILKHEAD WHILE SIMULTA7USL Y i15TA1 ALL DAMA6E TO THE RIGHT OF WAYS,510544 K5,CURBiie,BOTH ON SITE OR AD IAGgdT TO THE (FOR CFO 513= GOt T10N DETAIL,THN5 DWG) C(YPI FOLLOH�ER dk201'L f.VNYL SHEATHING PROPOSED VINYL 5MItE1 PILING,TIM81=R PILES AND ANGI RING MIARtaW, L MHOLMON AFrA WILL BE REPAiR47 OR REP ACED 50LELY AT THE C.ONT11WITtOR'S Ems. 7 CCIMPLE THAT POTION BY FILLING AREA LANDWARD OF INSTALLED 4.TO THE BEST OF RE EN61tdE RtS KNOWLEDGE,NO ENVIRCri4 ENTAL HAZARD(5),THAT GOAD BE - - - -. FILL N/12"LIFT5,APPLY WATER AND TAMP, PR(XE® HTH NEXT LIFT I A66RANATET7 BY THE DEMOLITION PROGEfJU2E,E)dST5 ON THUS 517E if �; I t I f 1 IS AGHIEVETJ.(SEE GOMPAGTIDN NOTES, PROPOSED ELEVATION 30 5 0 30 60 40 120 5.THE CONTRACTOR L5 APASE 7 TO USE GA MOM WHEN MAVATIN6 AND REMOVING 5UB5URPACE NOTE: DU NOT THE ENTIRE EXISTING EIILKHEAi7 T1Y LEAWIh 6RAP IIG SCALE I•: �,�,. STRIJGTS,PIPING,#rTG,DUE TO THE LIMITED AVAILI�IUTY OF It O GO NG 5tJB6URFAGi: BLUFf EXPO-GED TO EROSION/WAVE ACTION. REMOVE ONLY THAT ll�F UTTLtTTES. oL. NHALE SPfGE CAN BE REPLACE WITHIN THE SAME NORKiN6 DAY. b.ADEQUATE PBJON6 ira OL TI E.THE CO A THE PROPERTY LINE,BY THE CONTRACTOR PRIOR Ln;;�) � (3)6*xb'GGA WHAd E 8. INSTALL PROPC�VINYL BULKHEAD(APPROX.t,201 La FIN15H ALL Ho TO THE START 0l=DEMOLITION.THE CONTRACTOR 15 TO MAINTAIN THE FENCE DURING TM BULKHEAD BEFORE BE6INNINS/ (OTHER WORK. Di3'iIMOI AND THE PENCE 15 TO REMAIN IN PLACE UNTIL ALL EXCAVATIONS HAVE BEEN FILLED It0"�GGA PILE,Ib'LiG(TYPI q.INSTALL ALL BUILDING FOUNDATION PiOLS AND BATTER PILE. W►TF►SUITABLE DILL OR THE PROPOSED 6AJBSURFAGE 5TTa1GTURK51 HAVE BEEN INSTALLED A5 IO.HAUL DEBRIS FROM DEMOLITION AND FINAL GLEAN UP TO AN APPROVED %`TOWN ON THE SM PLAN. GONNEGT PROPOSED BULKHEAD TO EXISTING BULKHEADS ON McHe fZIN6 UPLAND SITE.7 EXCAVATION PRDL S SHALL�PB*ORMr=D BY THE GONTRAGTOR(%IN AccDRDmoE WITH PROR$RTIES(TYP NORTH AND S"SIDES) EXTEND PROPOSED WHALES ALL FEDERAL,STATE AND LOCAL CODES MID RE6ULAnaa OVERLAPPING EXI5T(N613)L*EAD5(MIN 3'). EXCAVATE BEHIND NE1,SHEMN6 5UL*IEAD5(BY HAND)AND FASTEN U51NS(2)%4-4, THW BOLTS(TYP.1=A.WHALE) PARTIAL PLAN VIEW `C 1 f FOR BULKHEAD REPLACEMENT INFO... SEE PLAN VIEWS I AND 2, SECT'A It, ELEV'B F AND PROPOSED VINYL BULKHEAD PARTIAL PLAN'C1'ON THIS DWG. ALL PLANTED VEGETATION RILL REt�UR. FOR BUILDING FOUNDATION REPLACEMENT INFO... MONTORIN6 WER 3 GROWN6 5EA50r5. SCALE: 3i(t, = 1'-O" SEE PLAN VIEWS 1,2 AND 3, SECT'AT,ELEV 'BT AND '-' MATERW.EXCAVATM FOR THE R1RPo5E5 OF BULKNF.AD ArICHOR�G TO PARTIAL PLAN'C2'ON DWG SP2 O BE R AND USED FOR FILL. 5EE COMPACTION NO1E5,OVdti 5P2. FO R BUILDING PILE AND GIRDER FOUNDATION DESIGN A 25 C1UYD5.of COMPATIBLE FILL WILL BE REQUtRi37 TO RE570RE THE REQUIREMENTS SEE FOUNDATION DESIGN SET BY AREA OF WORK TO 1T5 NATURAL GRAD):. JEFFERY T.BUTLER,P.E.,P.C., DATED JANUARY 2024, L'ROP05ED F-VEGET,4TION• ANCHORING HARDWARE ANY PORTION I THE$CUFF SLOPE GI PARTIAL PLAN AT USE 11'#PIP x 1121.6 GALV TTE ROD AI DISTURB>37 DU2iN6 GONSTRIIGTION SHALL NtSibHBt2T21N5 (2 PER PILE) BE RE-VEGETATED"GAPE AHRICA14 EL.141J' T wI.KFEAD GOtdf�GITOFI I BEACH 6RA55 O.G. CEDAR 81LKNEAD GAP PROPOSED L.12D' O'1�M44 SHEA*H%4 4xb foLLOGER � F3(x_KHEAD AGFMFnrr LITTLE per, K1fAD GAP.EL.b:i' USE�; 5.5.BOLT WA6MZ bn O.G. 54OREGUARD MODEL 625 PECONIC BALL�"R CA`P GA R HEAD(�4 V. PILE AND TIE R017 14'H x iM'LF.ViNYL TiE ROD 0 EL.160 MIN B ii.0 Vab CEDAR TOP PLT TO BE PASTEIM ib O.G. r'tYPIGAiJ EAp NV CEDAR GAP TAU GGA TTM113132 TILE 0 L.72' SEE ELEV 13i,TH517W6 EL 10.0' USE 10 PEHW(R )16,O.G.STA6 D _ BAY T.O.R U*M PU 9 EL 00 �� u EXISTING t5RADE LANDWARD r�+ALE 5� F— TA"GAP 0 EL.b ' PROP TD.DAM 0 EL:*y c OF ElA KNEAD 0 EL f5b EL.9.0 CONNECTION: GAP 0 9 N WNAI ELF/. 6B' 0 bxb CGA TA.VINYL 5HEATHIN6 0 EL.6.6' II'4♦X 121.6 GALV TIE RODS, EL.8 U' �•AT14ING � 0 = �) � i — — — — — EL.7.0' b'OL.(TYP) TO BE FA5TR4W 0 Ib'OL, EL.6.0' USE%*6ALY THIRIJ BOLT 5� 10'0 CGA GAT L06,FOR (APPROX 24'L6),WASHIERSIMF •• EL.5.0' ul I INSTALLATION IN LOGATICIFI OTHER (HEAD 4 EtrVl AND NUT EL.4.0' :.� / THAN BELOW FULDiN6 FOAVATiOd l� EL.3A' !0 4xI01y tm LENGTH A5 R6GT'D(TYP LM 5FR1tJ6 HIGH WATT3Z f 1 RK 0 EL tlb' � EGA,6'OL. / j (6J 10"N GCA GAT L066,FOR €_ I I 1 C _ SPRItk51NGi KkTE.R MARK 0 I�.216 j CPI EL.20' INSTALLATION 13ELOW E3JILDING t L.IA' Bp•BAY FCXJNDATION,U5E: 24',20' d 15'L6, MEAN WvH WATER M x ap z 2 PG5/LENGTH(INSTALL A5 h1EAN#�GFi W4T�MARK 0.� fL.OA 0 EL.t00' L1 - .0.BOTYdfIALE'0 MARK 0 fl. i1Z — — — S+�WN IN VIEW I,DWG 5P2 [A16, i t , ;GRADE 0 GON NEG arA1 TI C1N: I. 10� L'GGA DEA :I• ,DMAH, •1 .fOD' ar�. rE'L. 4 7"' .I i (5110W{? ��y 1: POR 1 N5T �iL.LSen'` vn n� OLF is A,I.LA Itd OGA L •I' AND I✓ ' tQ' OLLC�R i., THAN BROW HUi LDt Ns .I • i TO 8 FA5 •1 �y�.� :I TCIm/0,L 3 W ( t!2' FOUNDATI Y is 'I• •I oN,u : IOL6 t'TYP, I I www.di netn I crc I i o USE , 0 6 Y y AL TH�2U BOLT NOTE: DE ADMAN LT v ADMAN 5M � ^'V ALL 8E OMITTED I (APPROX 36 I I 4 or Lb).WASHEl�S - �' L3C:LOW Bt11LDING 5TR(JGTURE• L/ (SAD t E7�AND Wr (for other states) SIiE PLAN$A6CD ON OTJ61NAL SlA2VEY 81': �JILDINE CENTER SrRI WILL SERVE ( I ( KENNE'iH M NOYGHNIK LAJ4D 5URVEYit ,F'L1..G. AREA TO 8E EXGAYATSD AS DFADMAN BELOW FOUNDATION. PD.BOX B3 AG�06UI~NY 110 I ( 1 t I I Tq 800-•212-�480 811 FOR ANCHORING. t432 GU.YDS.OF EARTH f�Q tNt1157N: _ TO BE Ri101/B7 4 REI}I�iTAL1 H7 DI�2iN6 i +1 �LE"W1 I ( I I I I I By law,excavators and contractors working in th SURVL:YEb: .tUNE 03,2023 I ANGiIORNK 5 4 A1NIN6 g e five Fo r safety reasons,homeowners are strongly YSTEM INSTALLATION G COMPLETE. TO BE FAST}3ED 0 EACHLJ borouGHs of New York City and Nassau and Suffolk encouraged to call as well when planning any t! LAST�t � Counties on Long Island must contact DigNet. of digging DATilt4: NAVD88 5Ef COMPACTION NOTES,DY16 SP2 USE'3'4'6AL*v TM BOLT(APPROX 30'L6), i � gg ng on their property.Homeowners cat 1-800-272.4480 or 811,at least 48 hours but no more contact us directly at 1-800-272-4480 or by call X�'La�� (HEAD A�b7�)AND ICINO X 1b'La GGA TiMEER mLE5 than 10 working days(excluding weekends and legal 811,the national call before you dig number.F Lor M MA ROF H TO TIHdH132 PILE, Al holidays)prior to beginning any mechanized digging or excavation work completed on personal properr , MAP FF NA�i5Al1 T' b'Of,.(TYP) S-4b5*T�y x 1 MOIP x 141 S, 0 6j OL ( AXI excavation work to ensure underground Imes are marked. is the contractor's responsibility—NOT the 16,FTLI�ni ��o 1 eou�Y eLe s° �'"'"� SECTION fA 11 SHEATH N x CEDAR x 14A,MI'LF.P:VINYL ELEVATION 'B l f Excavators and contractors can also submit locate homeowner's--to contact DigNet.Having utility it 6HEATH�1� G requests online,through ITIC.If you do not currently use marked prior to digging is free of charge. ��MAP�•� ITIC.please Gait f-800-524-7603 for more information. FLDODZO1� MMFIEHA AP315MD164H PROPOSED VINYL BULKHEAD REPLACEMENT PROPOSED VINYL BULKHEAD SCALE, N.T.S. SCALE: [N"�SDEC Application No. s Et.500 4 I {NP) 1 II I T N qIt GFIDAR GAP I I I I I I 11 II I I I I ( f i E I fI I I I E I E II f EwXISTINS TOP OP _ EL.4 .0'— — ON 06-03-20Z I LINE OF BU!PIN6 ABOVE (PJ=It 51,RVEY)--►) �LKHEAD PILE BELOyE _ QU�QATIDN PI _ f?t)l 0EAPING)BATTER PILE N I ! Z U KHCAC) I j 12*41h L67 GGA T143ER PILE CfYP 4 PL5) PILE(! ) ,. I f � FASTENING tFAIZDWARE USE: 1'4 x 241-0 Tt�RU BOLT n,TO TOP OF BUFF �2 IN WA.5HER HEAD AND END I ()PER CK;t�t1F�2ENCF� FO"ATION PILE I I III LINE of DECK AbM I I $c OC41[ S AT EAC44 FOUNDRFqLE ATION CZA BATTER MILE QI I I �c PILE IN SEAWARD COL" I I ( III I I I STRING •. N EL.300 .. I:.. a`t; ;5 7 >Ca :0; PAR TIAL L 'V A PLAN W I IE C2 PROPOSED FOUNDATION PILES REPLACEMENT SEAWARD OF BULKHEAD I 152' F 4 SHOWN W/BULKHEAD BEYOND FOUNDATION SEAWARD STRING o , SCE,, I'-o• ; I FASTENING HARDWARE I PROPOSED I i I E MSTIN6 BUILDING FCWATION TO BE 10 ACE�"D. 2-��8 6N_VANIZI3D TTF�BER BOLTS t^V 0 COTTA6E SMALL.BE TFMPORARLY RELOCATED NORTH? YiA�HEAD ER END i ER ECT1 2 \T014 TO ALLOW FOR MTAL1ATTON OF NEW PILE AND G2 A2 t301.'P5�61RDER/PiI.E IFtTERSEGTTOtd) CARDER 5Y571N TO 1REPLA6E BQSTM6 APR and EL.20.0 FASTENIN6 HARDWAREANY I I 5P2 2-3i O 6ALVANIZ� 1 E 6REARR THAN 30'(PER GODS) PROPO-WD T}�H01-TS ITV WASHERS2-3x12 GGA CARD R, AND� t NUT PROPD D�D BATTER PILE5 STRINGS) (TYP 2 TS PER 10*046'L6 GGA TII�BATTER P1LF 13 }1ST' EL.160' M5TIV,FLOOR 5Y5TEM TO rWIN DECK .........................................COTTAGE FiNFL.ET..fl .- .:..................,...... ,.................., B0T OF 6IW7f=R >"J tt33G' t .t PROP05ED(2)N12 GGA I t 6IRD�2 5TWN6FiH.16J' El-15.0' . . � t EXI5TEN6 FLOOR 5Y5 TO REMAIN I Tll.PILE/6RDR E3 !l431' t� 50.PROP.6FO R EL 14.0' TOP OF BATTER PILE 8 1 3i183' I k .. ...... ... ........ . ...... .. F PROPOSE'D EL 13.0' �A�'�-� OL USE: 1`4 x 24"L6 TE�U 80L.T Bl.i?�?FOLAVDA7t4N PI1.I=5 EL. C.ONNEGTK)N PbtNT EL fiO5' W WASk�R WAD AND FNP E=_L.11.0' 1 I 0 PER 0CCJRMM 1 12'0 FW PILE NV WO 13ATM R � I i2"0 GGA BLD6 FTiD PILE,20'Ig ..... ...... - .. ..... ... .... ..... ............ .. .... ............ ..... ...... ... ...... ... ...I. _ ..... ... BULKN7 E'ILE j 1 f LITTLE EL.10.0 _ �CONW5010N POINT _ __ tGE�+rrt-It!t.NOWAIRO STRINGS) _ _ _ — — — — — —EL.EQO� (REP)LOCI? `�._ A I EL.q 0 Q INSTALL A5 5t10F+4i I BEYC�I7 BLD6 KtEAD USE: 1"P x 24'L.6 TTW BOLT IN G2 EL,q 0' 12"Ox30L6 GGA TEt BER PALL WASHER LEAD AND END BATTER PILE PILE{REF) � IY� PECONIC B2 ® EL.a.0' to t�0C4URRE�J 5P2 ° EL 8.0 FOR BULKHEAD REPLACEMENT INFO... _..... .°..s>=A►aA`uD u1l•sT�alN��t Y) �") m SEE PLAN VIEWS I AND 2, SECT'A.I', ELEV'BI'AND _..._.....-. __-._.....__ __._ ^^ . 5P2 EL. r I I 1 I I fl BAY I I PARTIAL PLAN'CP ON DWG SPI. EL r,.o' ." .. REPLAGENENT I FOR BUILDING FOUNDATION REPLACEMENT INFO... o VINYL�KHFA13 +P b t" EL. . ..... ...... ..... .... ..... . ..... ... ..... . . ..... .... II SEE PLAN VIEWS 1 2 AND 3 'AT. ► I j w N? . � :r: SECT ELEV B2'AND EL.4.0' 4 PROP05ED BULKHEAD: Q hI4'v CI"I` + 4 ° www.dignetnycti.com , , 5 (B OIL) SPRING HIiE WATER T"; SPRING HW*WATER 5HORE6UARD MOM 625, ( I N ^' ... <; or PARTIAL PLAN 'C2' ON THIS DWG I MARK 0 EL.t1b' V_ — ,? I www.call8ll.com ,, ,, — -- r ((� MARK• 3!b 0.385 TFIK x 10 DP x 14'M,±201 L.F. _._. 800-2 r 2-��80 81 (for FOR BUILDING PILE AND GIRDER FOUNDATION DESIGN AND1. EL.20 VINYL SHEATHING W/CEDAR GAP ( I I REQUIREMENTS SEE FOUNDATION DESIGN SET BY E "�`N M�" F- 1 . .M9-LO' BD.BAY SEE DW6 SPI fOR INFORMATION I I 1 h1ARFC �12 � �- MEAN HI6Fi W{AmTT3Z B law,excavators and contractors world in the five For safe reasons,homeowners are strongly JEFFERY T.BUTLER P.E. P.C. DATED JAN UARY 2024 i \-6RAM a BuA61+ I I I I I I w (� X EL.O0' 0 E L.tOA' ( ( 1 I boroughs ghs of New York City and Nassau and Suffolk Counties encouraged o call as well when planning any y type of I E L too(5F10E"t!) ( ( I � I I � I I A X <C MARK 4 EL.*1.2' — 10"0 GGA TIMBER BULKHEAD PILE, () BEYOND FOUNDATION PILE on Long Island must contact DigNet,1-800-272-4480 or 811,at digging on their property.Homeowners can contact 1 R I I ( I ( f 0. I I; I LU least 48 hours but no more than 10 workingdays(excluding us direct) at 1-800-272-4480 or calling 811,the X Z 2' SE DW,5PI FOR INFORMATION I Y ( 9 Y y s r r weekends and legal holidays)prior to beginning any national call before you dig number.For excavation I 1 ! I I I E I i I I mechanized digging or excavation work to ensure underground work completed on personal property,it is the i- OPOSE0 E3L D& /MCI< I L (, I I I I lines are marked.Excavators and contractors can also submit contractors responsibility-NOT the homeowners-toTwT X v FGIIJNDATION BATTER PILE / / ( locate requests online,through ITIC.If you do not currently use contact DigNet.Having utility lines marked prior to I " .� I I I I I I ( I I Il I VINYL E3ULKHEAD '' < W#GGA x 2V L6,t6 OjG.,b PLG5 I I I ITIC,please call 1-800-524-7603 for more information. digging is free of charge. I ( I f I ' I I ( I (BEYOND) v RXTED PILE TOaA iI II I � I II III IE ilt , � � � LJ ry MSTALL AS 51i0Yt1 .................. ( I.I I LI ..................._...........jiE. I) , I . Ijl ,I I, II.. ......_... ........ �' � � I I I E I I C) PF:OP05ED F NDATICaN PILE 12"4x30L6 CGA TAR PILE (TYP O COL.STRING ON Y) II , I I l 105 I I I I I I I ! I I z.1 1- ` j o 'J ELEVATION 'B2' I z 1= :PEEBR: It , PROPOSED FOUNDATION PILE REPLACEMENT SEAWARD OF BULKHEAD SECTION A2 52.5x I + ' 1 rn OF ca N SHOWN W/BULKHEAD BEYOND FOUNDATION SEAWARD STRING �� Y PROPOSED BUILDING PILE FOUNDATION REPLACEMENT LITTLE 5GA1.E: = r-c�" ��� °A� WITH VINYL BULKHEAD REPLACEMENT OVERLAY - ---- PECONIC BAY ro3 a r ` � C" SCALE= N.T.S. m w PRUI'05�D C�,p 0�349 , of 1P GOTTAOE FOUNDATION Q Essio, REPLAGEMENT C4MA6E STRUCTURE 94ALL ESE T ARILY 1 .IEFt�Y T. BUTT ER, P E. o. - RELOCATED TO ALLOW FOR 1111 Z NEW PILE AND GIRDER FCx1NDATION TO G! REPLACE EXI5TING, (� - ,r- P_ ]LOCATE 143^15TRUGTURE(N-P!J•1GE OF E(15TT15 I • � h- {, g0 , �, _ STRUGTUZE 1 n' WORK i �`.-.5 a Ft INFO 1 r�� I��6�N V Tf�J WL-T Yil �; ,' t2'4'GGA TIMBER BLD6 } U v ' 1 _- DH6 FOUR MARO3D PLAN AT ' W�A5HER BEAD AE�7 END � ; 1 '`'� FOU<�7ATION Pam,30`LE. ��l �� z LL NO 1=0tWAT10N REPLACEMENT WITH VINYL l +(3YP EA.GC�URt?Bd 4 BULKFEAD REPLACEMENT OVERLAY' r_+ + s TYPICAL OF SEAWARD Z V- ( M VIEW 5,TEE15 PW6 POR VILE L.00ATEON �n ,, � + ,` + '� GO111h7wE STRING ONLY(8 PG5) lu U ,) ,Z5. - GOORbINATiON PLAN' �++ 12"t GGA TTMBt:R I !� FOR CLARITY AND FOUNDATION REWR1=-0M ELM Fly PILE, , t IL 1 J SEE PROPOSED FOWATION,REPLAGEH5 r �' x� 20L6. TYPICAL ',@ It PILE AND 61IROM PLAN'BY � �AND +C ` t t0"4 B- } ` �.— --s •-- .ETfERY T.MITUR,RE,P4„DATW,IAN 2024 :: ' LANDWARD COL -`;;^ t W STRI E16(16 Pc51 i`. c8 x ' I ' &M BUILDIN6 CEhtEER COWNN STRING HILL SERVE j_, _-- AS PART OF BULKFEAA WJI0RN6 5Y5TE M. SEE SECTION A2',THIS pW6. E°XI5TIN6 Z Q N I If2 STY 5' rod ,- 1 f *�1t�c _ +- ►� w i� z \t0 t ; c E ' FIR, OWL6 ' t ..-r; _ PROPOSED 7`t �' ` +t r to 4' ,,•t �4 444g5 , ` 1 s B)LKEEAD ANGNORING 5Y5TEM yet ,� E m ., ' `4 E-�1 Q t t� + + , 10 0 GGA TIMt�R FOR PILE LOCATIONS <t + �" , BEL08 BLE26 FOUNDATION ' BULK!D PILE LOG MM i- ,'s 'I s*" 10'@ GGA M BATTER � � � U I 5EE PILE LOCATION COORVINATION , VIEW 3,TH15 DK. (b) 10 4 GGA GAT LO65,FO}R + , .., LI:(`M CASE,4 PLCS} � � IN5TALL$LH BLD6 FV i� s i. _ s O �••i N ' 20' 4 15'LG,2 PER `,� }, i. i t V J Z .. LEN6TN ON5TALL A5 940R, r-+ "4,C^.tom , , @ { � ' Uj VIEW 3,DW6 5P2) ( ` Z 0j s... r 10 ^ � —� pgOP. I Q PARTIAL SITE PLAN - Iwo g i ' -E pEGK Ate USE OF 191Jc KNEAD DEADMAN Q 5HALL E3 OMITTED BELOW 0 BUILDING 5TRUC'I'UIRE BUILDING PROPOSED BUILDING PILE F`ROP05E-0 FOUNDATION REPLACEMENT O 1 ' '' '; SERVE AS°DEADMAN LOV4 + REPLACEMENT I 1 t 's • , F�NDATION. I Q ' i1 VINY BULKHEAD 10'0 GGA PAGE: I X WITH VINYL BULKHEAD REPLACEMENT OVERLAY EX.NEIGHBORING l-� qEG�l SAIR A �•J �s ; (T(PICAL) ) to 5 0 20 ENLARGED PLAN AT PILE FOUNDATION REPLACEMENTSP2 ' .r{ L1t•71; � ( C-rRAPN1G SCALE I" = IO'-O" OWITH `VINYL BULKHEAD REPLACEMENT OVERLAY �— - NOT TO SCALE of 2