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HomeMy WebLinkAbout1000-11.-1-11f To: OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: March 13, 2014 Re: Proposed Wetland Permit for JOHN F. McGILLIAN SCTM# 1000-11-1-11 J.M.O. Environmental Consulting on behalf of JOHN F. McGILLIAN requests a Wetland Permit and a Coastal Erosion Permit for the proposed stabilization of approximately 660' of storm damaged bluff by excavating an area approximately 20' wide to a depth of 6' and temporarily stockpile material; install geotextile filter fabric; install a 6"-1' filter layer of crushed stone; and construct a rip - rap slope of two layers of armor stone; a bedding layer of crushed stone will be installed and several layers of 9" lifts of granular fill will be installed and galvanized wire forms with filter fabric will be installed; the forms will then be filled with plantable soils and then planted forming a reinforced vegetated slope. Located: 1777 Old Mallory Road, Fishers Island. SCTM# 11-1-11 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 proposed action is CONSISTENT with the LWRP policies provided that: 1. Stones and boulders naturally occurring on the beach shall not be used for the proposed action. It is recommended that the Board require that all materials necessary to construct the new revetment be delivered from an off-site location. .r, oil ktxi - N 74 r a w s 3 qy S - a aY 4 : *�� y, r + y 44# 4 Ra R�g r n x 11 8* 14 A krosoR Go Can Pictometri bird's Eye 9 Yl 12 P ctametry Interns ionst COP FigureParcel bluff prior to • E s2% „ t ^ y v • � ': ate" � ; � _ -. tt F w _ _" S ill � �- • P s _ m A Gdeah. 41015'55.67"N X71059'05.17". W elev 0 ft eye alter 511 ft 3 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: Lori Hulse, Assistant Town Attorney Town of Southold A. INSTRUCTIONS t 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 Waterfiont Consistency Review Law. This assessment is iritended 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 wiQ be evaluated as to its sisuiificant beneficial and adverse effects upon the coastal Area (which includes all of Southold Town). 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. Thus. each answer must be e lained in detail. listing both suimorting, and non- 9upportine faets. If an action cannot be certified as consistcnt with tL policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following website (southoldtown.northfork.net), the Board c local libraries and the Town Clerk's office. / B. DESCRIPTION OF SCTNW 10 0 0 PROJECT NAME The Application has been su Town Board ❑ AND PROPOSED Iss-ope stah' ization dime at the Town of Southold ' s tees Office, the Planning Department, all EC.f.�s F E B 2 1 .2014 ck appropriate response): Building Dept: ❑ Board of Trustees 0 MAR 10 ?_014 1. Category of Town of S o d agency action (check appropriate response): (a) Action undertak fly by Town agency (e.g capital ❑ construction, p g activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent, of action: Please see attached &J I �Af 5 r �,,,,, �Ir, L �/A Project description for McGillian and Harvy 1177 and 1299 Old Mallory Road, Fishers Island Applicants propose to stabilize approximately 660' of Storm Sandy damaged bluff. Applicants shall excavate an area approximately 20' wide to a depth of 6' and temporarily stockpile material, install geotextile filter fabric, install a 6"-1' filter layer of crushed stone, and construct a rip rap slope of two layers of armor stone, a bedding layer of crushed stone will be installed and several layers of 9" lifts of granular fill will be installed and galvanized wire forms with filter fabric will be installed, the forms will then be filled with plantable soils and then planted forming a reinforced vegetated slope Location of action: 1199 old Mallory Road, fishers Tsl and Site acreage: Present land use: Single family duelling Present zoning classification: Single family duelling 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: John F. McGillian, Jr (a) Name of applicant: (b) Mailing address: 177 ocean Lane nrive Key Aiscayne, FL 33149 (c) Telephone number. Area Code ( ) 917 - 6 91- 2 15 1 (d) Application number, if any: Unknoan Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes 0 No ❑ If yes, which state or federal agency? rt v s n F .C. 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 The project does not involve "development" and should not have any negative impact upon open space or the character of the community it is felt that this project is consistent with this policy 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 The project shall have no im act u on an historic or archaeolo ical resources Tt is f is consistent with h' Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LV'RP Section III — Policies Pages 6 through 7 for evaluation criteria ❑� Yes ❑ No ❑Not Applicable. The project will have no impacts upon_ar�� SPnic resources nor impact the duality uality of theTo:am Tt i s felt the .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 x Yes ❑ No 71 Not Anplicabie The project will not- -eros' ^n of Ad: arenr ahal 1 he nn 1 nc� of marl ne r�r actl ann hal�i + a�_anr7.—FhQr'e 'dll 1 ho no loss of publiv recreational resourmas It is felt that hip project is consistent with this policy, Attach additional sheets if necessaiy Policy 5. Protect and improve water quality and supply in the Town of Southold. See LVVRP Section Ell — Policies Pages 16 through 21 for Evaluation criteria Q Yes ❑ No O'tot Applicable The project will have no negative impacts upon the cruality or or the quantity of notable wAt-er Tt- j-, felt- t-haf th i s project is consistent with this polic.y. Attach additional sbeets if necessary Policy 6. Protect and restore the qualiq and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LNVRP Section III — Policies; Pages 22 through 32 for evaluation criteria. El ❑ ❑ Yes No Not Applica-01le The project shall have no negative impacts upon the quality or function of any wetlands, ecosystermG or areas of Sian ifi c•ant Coastal Fish and Wildlife Habitats It is felt that this project is consistent with this policy Attach additional sheets if necessary Policy 7. Protect and improve air quaia y in the Town of Southold. See LWRP Section Iff –Policies Mages 32 through 34 for evaluation crite-ria. © yes [I i'do 0 i.Tot A.PpLicabie The project shall have no impact upon air quality. it is felt that this project is consistent with this policy Attach additional sheets if necessary Policy S. Minimize environmen ai cegradazion in down of So-utho a from solid waste and hazardous substances and wastes. See L .P Section HY – Policies; Wages 34 through 38 for evaluation criteria. The project does not involve the use of or the disposal of solid waste or hazardous substances and wastes. It is felt that this project is consistent with this policy PUBLIC COAST POLICIES. Policy 9. Provide for public access to, and recreatiouai use oes coastai waters, puhiie lands, and public resources of the Town of Southold. Sem 7rRP Section — Policies; Pages 38 through 46 for evaluation criteria. x Yer—] No blot App cu iv The project will have no impact upon public access to, and the recreational use of coastal vaaters, public lands or the public resources of the Town. It is felt that this project is consistent with this policy - Attach additional sheets if necessary WOREING COAST POLICIES Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent uses in suitable locations. See LWRP Section I11- Policies; Pages 47 through 56 for evaluation criteria. 5 Yes [:1 No ❑ Not Applicable The project will have no impact upon Southold's -- water-dependent uses of or the sitingof Liew water -dependent uses in suitable locations Tt is felt that this project is consistent with this policy Attach additional sheets if necessary, Policy 11. Promote sustainable use of living marine resources it Long island Sound, the Peconic .Estuary and Town waters. See LWRP Section M - Policies; Pages 57 through 62 for evaluation criteria. Yes ❑ No ❑ Not Applicable The project will have no impact upon Thr- G>>hgtainahl p „GP of living marine resources It is felt that hia nrajeni- is consistent with this policy Attach additional sheets if necessary Policy 12. Protect agricui€ural lands in the T own of Southold. See LWRP Section M - Policies; Pages 62 through 65 ford evaluation criteria. F]Yes ❑ No lx 1 Not A.ppilcabie The pro! ect dogs not involve agri cu tura 1 7 And-, Ti- i c fe] t that this policy.is not applicable to this project 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 Alzplicabie The nroiect does not involve the use of or development of energy or mineral resources. It is felt that this policy is not applicable to this project PREPARED BY l A n n p _ ;T 1, c i- TITLE -Lap. n_ _ DATE -� �� C NOTICE COUNTY OF SUFFOLK K a. fWiNIXD Real Property Tax Service Agency v E •_r�_yu• �w _ _• M u _-- __ ___ —_ CwMNCwWI KMAIxN,MYHf01 M 19 P 1s inctw 10! 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'24 Imo. 66 8? 91 aostrr ai,5' a7 3�s si-},..- 24 26 17: --- -- r J4 e7 a 26 41 54 95 102 a5 92 _8 jr - 33 — 38 66d8 w 94 47 44 �6ei ill 103 93 TAKEN FROM MAPTECH NEW YORK TO NANTUCKET AND TO CAPE MAY, NJ REGION 3 VICINITY MAP 0 1000 2000 3000 4000 FT. ENNNIn FOR PEF E,ONLY SCALE NOT Nhl ON �OEE 5(�O � PROPOSED SLOPE STABILIZATION PROJECT DATUM: MEAN LOWER LOW WATER AT 1177 & 1299 OLD MALLORY ROAD APPLICATION BY: LUKE BOSWELL BLOCK ISLAND SOUND r- L & JOHN F. McGILLIAN, JR. FISHERS ISLAND C) '� 1!i COUNTY OF SUFFOLK APPLICATION NO.: STATE OF NEW YORK 09042 �ENGINEER: OCEAN & COASTAL AR-FESSIpNCONSULTANTS ENGINEERING, P.C. _ � � DATE: 11/26/2013 SHEET 1 OF 16 P: \2013�OCC-213057.0\3-Project_Files\CAD\Task 2\1.dwg Sheet 01 Carrie L. Walter Tue, 03 Dec 2013 - 9: 57am I NoRTy ._ N °q N I� All LORY OLD M - 08/29/88 PREPARED BY THE NEW YORK STATE _ 7 DEPARTMENT OF ENVIRONMENTAL CONSERVATION. N71'13'2 E �y 15.50' \/ NIF yrs 2 1 JO�HoNC11F Mc 35 -LoTL1AN $� \� I \ C) e PATIO ) F NSF CYNTHIA MacNA1R BLOCK 35 - LOT 3 1 _ , ado, I TOP OF BLUFF07-2013 A COASTAL EROSION�;1% HAZARD LINE (CERA) , ! ! '_ TOE OF BLUFF (SEE NOTE 1)i, "2013" ROCKY BEACH" 'Nh / MEAN HIGH WATER LINE REMAINS OF I / �s -'0 (M.H.W.) EL+2.8' CONCRETE REVETMENT s 74'19 106.3 V NSF APPARENT 3 HIGH WATER LINE (AHWL) 0 FISHERS ISLAND DEVELOPMENT CORP. (ISABELLA BEACH) EXISTING PARTIAL SITE PLAN - SHEET 1 OF 2 0 60 FOR PE , NLY NOT SCALE 1"=60'-0" C®�IS N NOTES 1. PORTIONS OF THIS SITE LIE WITHIN FLOOD ZONES i\ VE (EL.=16 & 13) AS SHOWN ON FIRM, FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, NEW �• YORK COMMUNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANEL 38 OF 1026 MAP SUFFIX: H MAP NUMBER 36103CO038H MAP REVISED SEPTEMBER N:351.31 25, 2009. W.7069.56 4 2 REFEMAP,RTOWN ROPO OFOASTAL SOUTHOLD,SION SUFFOLKARD COUNTY, NEW t APPLICATION NO.: YORK SCALE i"-200' SHEET 39 -FI OF 49 DATED OLD M - 08/29/88 PREPARED BY THE NEW YORK STATE _ 7 DEPARTMENT OF ENVIRONMENTAL CONSERVATION. N71'13'2 E �y 15.50' \/ NIF yrs 2 1 JO�HoNC11F Mc 35 -LoTL1AN $� \� I \ C) e PATIO ) F NSF CYNTHIA MacNA1R BLOCK 35 - LOT 3 1 _ , ado, I TOP OF BLUFF07-2013 A COASTAL EROSION�;1% HAZARD LINE (CERA) , ! ! '_ TOE OF BLUFF (SEE NOTE 1)i, "2013" ROCKY BEACH" 'Nh / MEAN HIGH WATER LINE REMAINS OF I / �s -'0 (M.H.W.) EL+2.8' CONCRETE REVETMENT s 74'19 106.3 V NSF APPARENT 3 HIGH WATER LINE (AHWL) 0 FISHERS ISLAND DEVELOPMENT CORP. (ISABELLA BEACH) EXISTING PARTIAL SITE PLAN - SHEET 1 OF 2 0 60 FOR PE , NLY NOT SCALE 1"=60'-0" C®�IS N DEE�- DATUM: MEAN LOWER LOW WATER �1� APPLICATION BY: LUKE BOSWELL & JOHN F. McGILLIAN, JR. t APPLICATION NO.: 9042 \3~f' �// ENGINEER: OCEAN & COASTAL !z In CONSULTANTS ENGINEERING, P.C. 120 FT. PROPOSED SLOPE STABILIZATION PROJECT AT 1177 & 1299 OLD MALLORY ROAD BLOCK ISLAND SOUND FISHERS ISLAND COUNTY OF SUFFOLK STATE OF NEW YORK DATE: 11/26/2013 SHEET 2 OF 16 ': \2013\OCC-213057.0\3-Project-Files\CAD\Task 2\2.dwg Sheet 02 Carrie L. Walter Tue, 03 Dec 2013 - 9:58am ' r ZVI 0_ In 6 1 1 aQ0 1 2V Sp Q o at , p O m I iD O.' \ 52 o8 p w •� {/ i3 Z� zo` 0o.� NO `\ �,. Oof \ O XZ� w �; :3ocLI a1 In OwLo- n O ...O mI \�I11\• 1 1 `` Z Er.-. N 1 \ w¢ L <c�Lj w o jl °j. rm V e y Z 1 1 \ 1 /�. I Q N �o NJm y !//�I°Illi I. I \\ ,gym ,\\ II 3 V• S \m,Yi a0/ N I 1 ,' , 1 0 z y , h � ,\ 1 \p /0 Qq7 , 00 0 \ I , N \ \\ 1 1 1 1111 `\ \O\� 1 1� •�` o I \ ;;q;4\1 o I s• II o� \ •\`\ I. \ ` v \10 rnW 1 y �o� ww P:\2013\OCC_213057 \ �0 Q0: \ Op `! c DATUM: MEAN LOWER LOW WATER APPLICATION BY: LUKE BOSWELL & JOHN F. McGILLIAN, JR. I_�70[01111NPM►NI ENGINEER: OCEAN & COASTAL CONSULTANTS ENGINEERING, P.C. w a o O W w Q U) a �z J 0 Z U OD U) I— O � U 0_ WU �L- OfF- OO Li z PROPOSED SLOPE STABILIZATION PROJECT AT 1177 & 1299 OLD MALLORY ROAD BLOCK ISLAND SOUND FISHERS ISLAND COUNTY OF SUFFOLK STATE OF NEW YORK DATE: 11/26/2013 SHEET 3 OF 16 Task 2\2.dwg Sheet 03 Carrie L Walter Tue, 03 Dec 2013 — 9:58am O U Z OF mw DEE S� A©� cn ' N 4.i 0426 FSSIONP P:\2013\OCC_213057 \ �0 Q0: \ Op `! c DATUM: MEAN LOWER LOW WATER APPLICATION BY: LUKE BOSWELL & JOHN F. McGILLIAN, JR. I_�70[01111NPM►NI ENGINEER: OCEAN & COASTAL CONSULTANTS ENGINEERING, P.C. w a o O W w Q U) a �z J 0 Z U OD U) I— O � U 0_ WU �L- OfF- OO Li z PROPOSED SLOPE STABILIZATION PROJECT AT 1177 & 1299 OLD MALLORY ROAD BLOCK ISLAND SOUND FISHERS ISLAND COUNTY OF SUFFOLK STATE OF NEW YORK DATE: 11/26/2013 SHEET 3 OF 16 Task 2\2.dwg Sheet 03 Carrie L Walter Tue, 03 Dec 2013 — 9:58am / p D Omu z :... . ... . C 4.C 4 Z c - f -r-Imm m D -0 O> = o D n co D 0(-) frl No n _ z Z I ZD coD < O 0Z O 0 Orr m c(DDm z mz R' 22o z �� zm ro EXISTING SECTION A -A co r D o O 0 D ID (7 r m m = m 0 c � 7K o r c ID SCALE 1"=20'-0" 0 w 0 60 50 40 30 20 10 ..._.................... ..................... EDGE OF PATIO TOP OF BLUFF -07-2013 BEYOND .:.....................:.. . CEHA LINE TOE OF 6LUFF "2013" _ ..............................v ........................ :...... .............. ....... .............. ............................................ APPARENT HIGH . WATER LINE EL.+3.3' PROPERTY . ... .... ..... .... ..... ..... .. .................... .. .... LINE M.H.W. . EL.+2.8' D o m w >� O M.L.L.W.O ......................_......................................................................... :... . ... . 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 �I m 3 N n co D 0(-) p W Ohm — c(DDm �l D - z N O EXISTING SECTION A -A M N (no Z o 0 TI o 0 p y D 20 40 FT. Fm = m 0 c � 7K o r ---i z SCALE 1"=20'-0" 41 �� Om 00 D c- 0 0 FOR PERMIT USE ONLY °' NOT FOR CONSTRUCTION 0 N :P f N a m 0 Ln n CD 0 r 0 i 0 L4 o G D rr w I to to N 3 � N a n m D � � D -I Oz �� n D m D O= -1 K:Z .. Z O D NO rn Z C7 Zy D c r 0 0Z O 0 G7r m r� 0 z O Z� �> O N �m D �� m 1n m m Ln O TI m D0 � O O N �I m > O O �r DC DC7 �O m i _ � (D m C) -< m — m V) D 0 -I Z Z rD mwino oao D N ooTI o� �� o 00 v ;0 ;u 00 D c - n 60- 50- 40- 30- 20- 10 o5040302010 M.L.L.W. 0 CORNER OF PATIO TOP OF BLUFF Q7-2073 CEHA LINE TOE OF BLUFF "2013 _ . .. . . ..... .... _ . . .. .... .. . . . ... ..... _ ........ I _ . ..... _ . ....... ... .. _ .... .. _ ... ......... . . FOR PERMIT USE ONLY NOT FOR CONSTRUCTION EXISTING SECTION B -B 0 20 40 FT SCALE 1"=20'-O" rnm o � Lo CD �Nf (A V) m m rn O m m DM.LL.W. i-0 0 J m OL .. ..... .. ..... .. 1 1 1 _ .. .... ... _ .... .. . 1 1 1 1 i...... i ...... 1 ......i...... i ...... 1 ......i...... 1 60 i ......... .. _. OJ DZmO kir I~ COVERED : TOP :OF BLUFF :07-2013 m -ZI 2 CONC. 0 -< m — D> y PATO O Z r oD 000 50 . . No n l z 0 000CZ D y r-� 0 20 40 FT. Fri m _u 02 � m o CEHA LINE . SCALE 1"=20'-O r Z Z z 40 .: . . . . -o m;O -A C/) O 00 ...................:............................... O Z n W 0 _--i : f '--`TOE OF BLUFF "2013" O Z r C: 30 :.......:.. _................................._ r? O r T. .............:..... > Z co _0 mm 20 .. ... .... ..... ...' �D r ....... -APPARENT : HIGH • PROPERTY .WATER LINE UNE 10 ......:......•.............................................3' .I M.H.W. DM.LL.W. i-0 0 J m OL .. ..... .. ..... .. 1 1 1 _ .. .... ... _ .... .. . 1 1 1 1 i...... i ...... 1 ......i...... i ...... 1 ......i...... 1 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 OJ DZmO kir m -ZI 2 (D m 0 -< m — cO ,q 0 %U rN Z N Z mcn oD 000 EXISTING SECTION C—C No l z 0 000CZ D y r-� 0 20 40 FT. r Z 00 o SCALE 1"=20'-O -o m;O 00 D c- o n FOR PERMIT USE ONLY _--i NOT FOR CONSTRUCTION P t a v 0 i p D O m Z c R' i co 9 r cz r -m n 0> f o D �m7 D = m NO D mZ Z n mm D W K:. -5O g z O G) r m w 0 --C m - co m o mR, Z� Z Q r Zm O Z Z N p r D 007 - G7 D ::m � p 0 0 0 TJ ZOC D nr 00 r- m o r � D 0 0 m -Di O _ � J p OC N D Z U) O -0 m I0 w 0 --C m - co m TIO N D 'T O -Ni Z Z N p r D 007 ::m � 0 0 TJ ZOC m m 00 o oz O >o 0 rn 05040 60- 50- 40 30 20 10 ._................ PR.DPERTY LINE _ I+ —CERA LINE TOP OF BLUFF 07-.2013 M.L.L.W. OL . . . . ..... .. . . _. . .. .... . . .. . .... ... . _......_ . . . .. ........ _.. ...._ .. . .. ....... . _............... . . . . . . I I I I I I I I I I I I I I I 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 FOR PERMIT USE ONLY NOT FOR CONSTRUCTION EXISTING SECTION D -D 0 20 40 FT. SCALE 1"=20'-O" ME m m 00 O n D 0 --1O O V) v � D( --q0 r0 m _ (o m O -< m m O ;u r ZZ OrD m cn (n o o co D cn K � 000�N > � o 00 Oo D c D n M. L.L.W. OL - 0 L 0 10 20 30 40 50 60 70 80 90 100 NOTE: ENTIRE SECTION LOCATED WITHIN CEHA BOUNDARY. FOR PERMIT USE ONLY NOT FOR CONSTRUCTION EXISTING SECTION E -E 0 20 40 FT SCALE 1"=20'—O" D Ct D OZ C-) DmD -0 =-D_i z K:Z.. D --Ir Z Z 40 . . . . . ..... n Z D m co r D -=-I 0 PROPERTY LINE Z O 30 ..................... ...... ............. ............. mfg Z00 p r0 r� Z TOP OF BLUFF 07-2013 al ` 20 :.. TOE OF BLUFF " 0 D (n D . _ . . ...:_ ...... .. ..... n r PRO LINE PROPERTY —APPARENT ENT m HIGH WATER LINE - 10 ...:.ti .................... E(.+3.3' W.H.W. ME m m 00 O n D 0 --1O O V) v � D( --q0 r0 m _ (o m O -< m m O ;u r ZZ OrD m cn (n o o co D cn K � 000�N > � o 00 Oo D c D n M. L.L.W. OL - 0 L 0 10 20 30 40 50 60 70 80 90 100 NOTE: ENTIRE SECTION LOCATED WITHIN CEHA BOUNDARY. FOR PERMIT USE ONLY NOT FOR CONSTRUCTION EXISTING SECTION E -E 0 20 40 FT SCALE 1"=20'—O" I NOTES 1. PORTIONS OF THIS SITE LIE WITHIN FLOOD NpR Z ZONES VE (EL.=16 & 13) AS SHOWN ON FIRM, m\ FLOOD INSURANCE RATE MAP SUFFOLK �•I \'�. COUNTY, NEW YORK COMMUNITY: TOWN OF N $ SOUTHOLD NUMBER: 360813 PANEL 38 OF If / 1026 MAP SUFFIX: H MAP NUMBER 351.31 36103CO038H MAP REVISED SEPTEMBER 25, W: 1069.5 2009. RDPD 2. REFERENCE: COASTAL EROSION HAZARD AREA OLD MALLORY MAP, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, SCALE 1"=200' SHEET 39—FI OF N71'13'2 _ �� 49 DATED 08/29/88 PREPARED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL 15.50' CONSERVATION. N/F y\�� 3. TOE OF RIPRAP REVETMENT IS COVERED BY JOHN F G Mc ILUAN SAND. BLOCK 35 - LOT 2 \� • .(� zv SFE I ll 1:r: i �n % Zi ssioNN\- 1N' 4, BEG G \ �i CREST OF EXIST. REVETMENT FROM ,TOP PATIO EL+27TO NIF i EL.+25' CYNTHIA MocNAIR BLOCK 35 — LOT 3 _ $ TOP OF I REINFORCED y i VEGETATED P SLOPE 51 COASTAL EROSION �pG�j—�./ HAZARD LINE (CEHA) (SEE NOTE 1) q. G1 g REVETMENT SHALL TAPER t `� BACK INTO EXIST. BLUFF ' GRES AT PROPERTY LINE MEAN HIGH WATER LINE REMAINS OF EXIST. CONC. , - (M.H.W.) EL+2.8' ° / REVETMENT .�,>,' ,°'� '({ �APPROX. TOE OF ' QFC RIPRAP REVETMENT Q =:Ss% 1 (TYP.; SEE NOTE 3) { QfLO yti6 ID 'S 74'19'3307 W/ - 106.36' NSF EAPPVAR3NT HIGH WATER UNE (AHWL) O �j O FISHERS ISLAND DEVELOPMENT CORP. (ISABELLA BEACH) PROPOSED PARTIAL SITE PLAN - SHEET 1 OF 2 FOR PERMIT USE ONLY NOT U,CTION zv SFE Z •: 1:r: i X0426 ssioNN\- P: \2013\>9CC=2T3D5'7.0\3—Project 0 60 120 FT SCALE 1"=60'-0" DATUM: MEAN LOWER LOW WATER APPLICATION BY: LUKE BOSWELL & JOHN F. McGILLIAN, JR. APPLICATION NO.: ENGINEER: OCEAN & COASTAL CONSULTANTS ENGINEERING P.C. PROPOSED SLOPE STABILIZATION PROJECT AT 1177 & 1299 OLD MALLORY ROAD BLOCK ISLAND SOUND FISHERS ISLAND COUNTY OF SUFFOLK STATE OF NEW YORK I DATE: 11/26/2013 SHEET 9 OF 16 Task 2\9.dwq Sheet 09 Carrie L Walter Tue. 03 Dec 2013 — 10:00am L4 0 GNORT/y / n D 0 x N / a f V) s m 0 0 r 0 CD 3i F 0 LYI o Q D IT w \ L4 N o c, 3 N 0 ! L0 2 m m 0 0 T1 m rQ P \i�11 O- `\" nm Oz r m 5� N O C7 ZD D �z O m� z MO O Z D G7 N ;D n r N/F B. HARVEY JR. BLOCK 34 -Lor 2 r BENCHMARK -MAG NAIL .Pff ELEVATION =48.59 i D ;O --iO O V) v m c N D�-To0 m i m (No m 0 -< m r- — c0 _Tlx N -I 0 N D 0-1 m N N o oDO DL,) KN Op� O�� 0 00 _<_10 ;O;u >O FlSNERS 61AND .� � � � DEVELOPMENT CORP. n (VACANT LAW) ALEXANDER 11 & ROBERT HARVEY TOP OF BLOCK 35 - LOT I REINFORCED , I N/F WCKBH LLC BLOCK 34 - LOT 1 G -COASTAL EROSION HAZARD UNE (CEHA) (SEE NOTE 1 ON SHEET 9 OF 16) END OF BLUFF EROSION-\ TOP OF BANK 12-2012 -\ i PRESENT TO ' OF BLUFF �i SLOPEA—I EXIST. CREST LIMITS OF PROPOSED REVETMENT ON ADJ. PROPERTY, BY OTHERS; TOP OF REVETMENT x,031 EL.+22' V.LF. HIGH T.ROCK DEXIST. 4' E1` HIGH ROCK - .5 p. , , - E REVETMENT SHALL BE BEGIN TO TAPER TRANSITIONED TO BLEND INTO CREST/TOP OF ADJACENT PROPERTY REVETMENT ti REVETMENT FROM IF ALREADY CONSTRUCTED. D EL.+25 TO E1.+22 OTHERWISE, REVETMENT SHALL EXTEND TO THE PROPERTY UNE TO MATCH EXISTING AND TAPER BACK INTO THE BLUFF. MEAN HIGH WATER LINE SLOPE o (M.H.W.) EL.+2.8' BEGIN TO TAPER CREST/TOP OF O G REVETMENT FROM EL.+27' TO EL.+25' O APPROX. TOE OF RIPRAP REVETMENT / (TYP.; SEE NOTE 3 ON SHEET 9 OF 16) REMAINS OF EXIST. O CONCRETE REVETMENT n V PROPOSED PARTIAL SITE PLAN - SHEET 2 OF 2 FOR PERMIT USE ONLY NOT FOR CONSTRUCTION 0 60 120 FT SCALE 1"=60'-O" f�: C 'm 60 50 40 30 20- 10- D W N rr-> D p m Z -D Z m (n n o C O � rU n a -rjm D o� 9: ° Z 4 m ZZ D N n 71 Z T p m ZD D � W �-< r0 Z O n O r- m O o mZ r M r " ZOZc °' r 00 r- c- O ZI to m D m n> N � C 00 O r X C 'm 60 50 40 30 20- 10- D W N rr-> PROPOSED SECTION A -A -D Z m (n n o o p � cn z cn � nD 0 M.L.L.W. 0 4 m -Di LA —0 O �rT DO o n FOR PERMIT USE ONLY °' 0 o 0)--q 00 r- kd N N � C 00 O 3 - - o mZU);z, m-0 W O -< m — cD (.0 14'f TOP OF EXIST. BANK 07-2013 EDGE OF EXIST. EXIST. CEHA LINE • 1 PATIO, BEYOND PEDESTRIAN SAFETY FENCE BY OTHERS REGRADE TO MATCH EXISTING I............ WOODY SHRUB VEGETATION (BY OTHERS) EL:+4. 4.0' {TOE OF EXIST. BLUFF "2013" : ............ EL;+39.5' ..:..... , ..'..... .... ................. ...... :................... ; SECONDARY LAYER (TYP. 1' . 6' EL:+35.0' CREST PRIMARY LAYER (TYP.) EL:+30.5' .. ;.... ..... RIPRAP REVETMENT EL:+26.0' EL.+27.0'. (TWO LAYERS OF ARMOR STONE) ; SAFE SLOPE :AS EXIST. MUDLINE ............ DETERMINED. BY . .... ..... .. . CONTRACTOR BACKFILL AND REGRADE WITH CRUSHED STONE ro 1.5 NATIVE BEACH MATERIAL BEDDING LAYER - APPARENT HIGH WATER PROPERTY _ ..... .... ... LINE 'EL.+3:3` LINE CRUSHED STONE FILTER LAYER �� Z GEOTEX-TILE FABRIC (TYP.) I I I I I I I I I I I I I I I 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 m0Nr� Z N rr-> PROPOSED SECTION A -A -D Z m (n n o o m 0 20 40 FT. cn z cn � D N C rn OO 00 i o �> z SCALE 1"=20'-0" O DO o n FOR PERMIT USE ONLY °' NOT FOR CONSTRUCTION V o rs,4730'\ cs l� rn LA �z "moi r= CD w i n D O i p N 0 � Z C _ D Z L 0 a �m D M -I z Z 0 71 ZD K:. -5O .. n n� Z Z Z C) r- m rC 0 o nm'I� Z�—� Z70 0 Zm 0 �o Z 0 W r N` co 0 o �D �:* D nr m r ;0 cl 2 0 w 45'-5"f 15'f 38'-6"f V p CD 60 o00 K: N 0 D _......_ ............ . . :U D EDGE OF EXIST. TOP OF EXIST. PEDESTRIAN SAFETY FENCE BY OTHERS 0 20 40 FT. mommol PATIO,. BEYOND BLUFF 07-2013 . REGRADE TO MATCH EXISTING (A 50 0 .........:...... '.............. .............. ..... U) _ \ EXIST CEHA LINE v m v 0 ;51 N N U) C7 W 0 C, 0 FOR \ y 0 r- 3 0 mz=7 NOT FOR CONSTRUCTION \ 0-Op (4 0 -< M - cD r Z: m D 45'-5"f 15'f 38'-6"f PROPOSED SECTION B—B 60 o00 K: N ............ _......_ ............ . . EDGE OF EXIST. TOP OF EXIST. PEDESTRIAN SAFETY FENCE BY OTHERS 0 20 40 FT. mommol PATIO,. BEYOND BLUFF 07-2013 . REGRADE TO MATCH EXISTING 50 N .........:...... '.............. .............. ..... 0 EXIST CEHA LINE EL.+44.0' C, 0 FOR PERMIT USE ONLY WOODY SHRUB VECETA77ON (BY OTHERS) -1 NOT FOR CONSTRUCTION \ 40 EL.+39..5: . \ : .. .. ...... .. .... . .... ... . . .......... . . SECONDARY LAYER (TYP.) 1 6' TOE OF EXIST. EL.+35.0' \ CREST [—BLUFF "2013" PRIMARY LAYER (TYP.) ' 30 EL.+30.5' \ . .................. ... I RIPRAP REVETMENT NTWO _ EL.+27.0' LAYERS OF ARMOR STONE) EL.+26.0' BACKFILL AND REGRADE' WITH SAFE SLOPE AS p NATIVE BEACH MATERIAL 20 DETERMINED BY . . . . . . . . CONTRACTOR : EXIST.'MulD0NE CRUSHED STONE 1'5 �1 APPARENT BEDDING LAYER HIGH-WATER PROP. 10 . .. . .. .. .: . . ... . .. . . . . . ..... ......... .... 0 . .. . .LINE EL.+.. ..... . LINE CRUSHED STONE FILTER.LAYER M.H.W. GEOTEXTILE FABRIC (TYP.) EL.+2.8' ' . M.L.L.W.O ........ ....... .................................................................................. I I I I I I I I I I I I I I I 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 r Z: m D cn r-> PROPOSED SECTION B—B Ln(no D o00 K: N N (n 0000CC 0 20 40 FT. mommol r= � 7K o r -D -i z SCALE 1"=20'-O" N � � 0 D 0 C, 0 FOR PERMIT USE ONLY °' -1 NOT FOR CONSTRUCTION ea -Oil s o c l von 0 n �t i / 17'-1"t 23'-8"f 9'f 35'-6"t __. 0 1- EDGE OF r TOP OF EXIST. BLUFF 07-2013 o I EXIST.. PATIO, PEDESTRIAN SAFETY FENCE BY OTHERS ' N n D I BEYOND REGRADE TO MATCH EXISTING ,r O Z u C 50 _,._....1........' .... . JJ I.. U) G7 r � WOODY SHRUB VEGETA77ON C7 (BY 0THERS) r- m O D SECONDARY LAYER 2 f m U Z O m (TYP•) �1 EXIST. CEHA LINE ' a D Tl . . . . . . . . . .. . . . . . . �.\ . . . . . . . . . N 0 m Z Z 40 EL.+37.5' m 0 D 00 r PRIMARY LAYER (TYP.) 1 6' TOE OF EXIST. M m < O EL.+33.0' CREST BLU "2013" Z D n ::E Z O C EL:+28.5.... . .... . . ....... _ ... ....... _ ...... _ ........ . ...._......_.............. o m Z m 30 I RIPRAP REVETMENT (TWO LAYERS OF ARMOR STONE) C7 O D m �p EL.+24.0 . EL.+25.0' Z W BACKFILL AND REGRADE'WITH Z D NATIVE BEACH MATERIAL G7 SAFE SLOPE AS r Oo g 20 . ....DETERMINED'BY.. ..... ; ... ........... : .... . CONTRACTOR ' o n r m � . 1.5 EXIST. MUDLINE 'PROPERTY F_ ; CRUSHED STONE . � �1 . . . . LINE BEDDING LAYER APPARENT c10 .. ... . . ...: . . . . . ... . . .. ......... ....... _ .. :...... . .. • .. . . ..:. . . HIGH, WATER ..... .. . D ; LINE;EL.+3.3' ro o CRUSHED STONE FILTER LAYER . , i �• eY . ? w a EL.+2.8' CD O GEOTEXTILE FABRIC. MID.) D ;:o M.L.L. W. 0 ........................................ m —Di 0 LA O 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 I �U) J m __40 o N u) 0 O7 N > O0 r 3 0 m z _ � - C,d 0 -< m — cD n 0 Z� _ z PROPOSED SECTION C -C m cn o 0 0o _ Z o D D 0 20 40 FT. m 0 0 0 c �� 7 o 00 SCALE 1"=20'-0" 00 D c- � FOR PERMIT USE ONLY °' NOT FOR CONSTRUCTION / ,�?:lel ��• N O �ID w O-1 v, O JiyA- w C< � D �C D m m C 9 -m-I 0 00 N n n 0 I '+ n m D m -Di Z N C CG7 Z c_0 Z= rrl a rj m D --A m x O m - o z Z V) ; r1 N O `ID Z n 0 K D O A Z A Z G) r m Z fmT1 R Z r O zm O F 20 _ p > f �D c_O D nr m � fD m �ID w O-1 Z Z � 0 mu)Eno � D �C D m m C -1 0 -m-I 0 00 O O I �I m N �4 rn U7 C) O r N > O DO'�c) 3 Z= -O o E'4 m x O m - " m 10 OV)D O-1 Z Z rD mu)Eno 000 C D �C V) 000 S �D m C r =� -m-I 0 00 O DO 0 FrI 0 rn i t . _ ... . EXIST. CEHA LINE EXIST. PROP. P TOOF EXIST. BLUFF 07-2013 . LINE ' 50 .' ...... :....... '..........I ... I.:..............' ......:..............' ...... .... . ... . REGRADE TO PEDESTRIAN SAFETY FENCE BY OTHERS MATCH EXISTING WOODY SHRUB VEGETA77ON (BY 0THERS) 40 ..... 2.... ................... ..... . TOE OF -EXIST. SECONDARY LAYER (TYP.) `�1. 1' 6' BLUFF "2013" ; PRIMARY LAYER (1YP.) : REST 30 . . ... _ .... EL,+25:0'....... . ...... . .... .... _ ...... _ ............. . fL:+28.5'' ' ' ' TO 22.0' RIPRAP REVETMENT (TWO LAYERS OF ARMOR STONE) w I . (SEE SEE NOTE) BACKFILL AND REGRADE WITH 20 . . . . CRUSHED . .TONE . _ .. • . .... • . • • NATIVE BEACH MATERIAL BEDDING LAYER PROPERTY LINE .1.5 APPARENT CRUSHED STONE FILTER; LAYER �1 HIGH WATER 10 EXIST. MUDLINE . LINE EL.+3.3' GEOTEXTILE FABRIC (TYP:) ;-�`O ? M.H.W. y r . � M.L.L.W. 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 NOTE: BEGIN TO TAPER CREST/TOP OF REVETMENT FROM EL.+25.0' TO EL.+22.0' AT THIS LOCATION. FOR PERMIT USE ONLY NOT FOR CONSTRUCTION PROPOSED SECTION D -D 0 20 40 FT. SCALE 1"=20'-O" y >o > R7 0 M Z 0 4e >o > 0 M Z Z 33'-2"± C z rrl > > K: M az -0 I ZZ M i) -n > z 40 . ............. .... ................. .............................. LnV0 c7 a; TOP OF EXIST. BLUFF 07-2013 0 0 M M Z > , K:.-� , 0 �— EXIST. > G) Z - 0 0 ::E PROP.. LINE TOE OF EXIST. BLUFF "2013" cn Z R, z C) r- (Z M ;u 30z . ............. ..................... ................... ............. 0 rri 7K RIPRAP REVETMENT (TWO LAYERS OF ARMOR STONE) rri ;U 0M 0 0 5, 2 0 EL.+22.0' BACKFILL AND REGRADE WITH r- P U)0 c- 20 . .. .............. NATIVE BEACH MATERIAL ................ ................. o > M > --i , 1 4 EXIST. '.PROPERTY'LINE (D r- M ;u CRUSHED STONE lb EXIST APPARENT. E l FILTER LAYER 10 - ............ HIGH 'GH WATER JJ -NE EL.+13' GE6TEXTILE FABRIC (TYP-) co M H W EL . +2 .8, CD > ;U > 0 ......................................................................... M.L.L.W. OL - a I I I I I I I I I I I 0 0 10 20 30 40 50 60 70 80 90 100 M o N) U) 0 m --- 1 0 r- R. w ENTIRE SECTION LOCATED > 0 r- THIN CEHA BOUNDARY. WITHIN a 3 zto 0 -0 L4 A 0 -< M co M co C:) U) cn > z 0 1 r- > PROPOSED SECTION E—E - Z MCI) W o > I0 0 20 40 FT. i 0 c: > > I- -1 "mmmm M M z r- 00 SCALE 1"=20'—O" 00 ri > c- 0 M 0 FOR PERMIT USE ONLY 6) 1 NOT FOR CONSTRUCTION o :rTl ✓� Vii• —FACE OF NEXT PRIMARY LAYER GRID 1'-0" , 1'-0" , 1'-0" i D p D > o Omz i Q z f� r_ c D �(A � m �p U) orn D m O ,1 0 O m ZU) 0 IV C4 Z .. (o c Z O D z-rl s N o r C7 Z z rr c D Z / PLANTABLE fD 11 mp W m O 00 r -D_ -I , � /\ SOIL > Z D o, Z Z � Z r 0SECONDARY m _< LAYER GRID o m o m0 0 rc Dm r0 /�///•/i/ y/\ F 20 D • • Z Co O COMPACTED 9" THICK / PLANTABLE r U) f -0 D rM ` D LIFTS OF GRANULAR FILL---` SECONDARY f� SOIL i \\ C7 f LAYER GRIDID PLANTABLE SOIL 0 m > o z O f D �(A � m �p \ D m O ,1 r O m ZU) 0 IV C4 O -<m00 (o c mm Zcn z-rl OrD — mNNcn 0 C rr c D Z r mp >N m O 00 r -D_ -I m 1 � V)0 o 0 �z c _< o ;U ;u 0 00 0c- 01 rn � PRIMARY LAYER GRID NOTE: GRANULAR FlLL SHALL BE COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR VALUE AS DETERMINED BY ASTM D1557. GEOGRID (TYP.)� '--NON-WOVEN FILTER FABRIC (TYP.) PROPOSED REINFORCED VEGETATED SLOPE DETAIL 0 1 4 FT. SCALE Y2"=1'-0" FOR PERMIT USE ONLY NOT FOR CONSTRUCTION 33-2 34-7 \ 34-5 LOT 1 38-4 � D \6� LOT 2 LOT 3 35-6 \ 35-78 / 11-1-7.3/ 35-4 LOCATION MAP S L A N V P O N IP 34-1 SI TF.S 35-3 v� Y SCALE 1 "=400' MONUMENT 1 (FOUND) N N/F CYNTHIA MocNAIR BLOCK 35 — LOT 3 QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL 0\,o a4 .10 N/F F. B. HARVEY, JR. BLOCK 34 - LOT 2 PRESENT TOP OF BLUFF / ������ �� iN�l'// /� p�� ______------------------ --- / / COASTAL EROSION , — LJ / / HAZARD LINE PER / �� / / x /s a ; cy / " — (SEE MAP REFERENCE No.2) / v�° �� / ------ --------- --- N / R - o\ -T�\ FISHERS IS (UNIMPROVED ) DEVELOPMENT CORP. \-------- - - / MR (VACANT LAND) — -- � 1 49.90 S82'5 23 p _ _ _ i "E 'lj yea / � \ R 191.15'�---�'L / PROPOSED 10' TEMPORARY GRAVEL � \ \ \ I / / / / ��� > / / / /LIMITS OF PROPOSED REVETMENT / ACCESS DRIVE FOR REVETMENT WORK I \ r / FOR WCKBH LLC ON LAND OF / / TO BE REDUCED TO 4 FEET � � 6/ / � � \ co / FISHERS ISLAND' DEVELOPMENT CORP/ 9 AFTER CONSTRUCTION / AND HARVEY PROPERTY I I'- VEGETATED I /� /2 , / /// / TOP OF REVETMENT EL.=22 / SLOPE 1 / — / / 6 I RESIDENCE ` \ I / 1`L� ` cV / /� i N \ \6' HIGH EDGE OF LAWN J l �� / / / O AND BRUSH LINE /1 / / / ROCK may-- /tx KY / I— 4' HIGH ROC BEACH / / 1 ROCK TOP OF BANK 07-2013 APPARENT HIGH WATER zll N/F/" ,�0� UNE(AHWL) ALEXANDER 11 & i 0 / „, ROBERT HARVEY TOP OF BANK `' // /// // ///V / ' / / '/� BLOCK 35 -Lor 1 I �,� ,� 12-2012 BENCHMARK NAIL ss94\ �G��h�i \ / / ///// / // / / /" / /TOP OF BANK/ / ELEVATION =48.59 / \�o F a�' / / / / "1945" MEAN HIGH WATER UNE(MHW) TOP OF BANK / / / ELEV.-2.8 "2011" .A,) GRASS/ 40. \�. §: I %// /, // TOP OF BANK "1954 /TOP OF BANK S /// / / 1957" P� J ti o p TOP OF BANK , 07-2013 /TOE OF BLUFF / 2011 ." // o /// / / / / / / � 4 / / / / �/ / / TOE OF BLUFF / / / LDEED INE / "2013" / I JOHN F BLOCK COASTAL EROSION HAZARD LINE PER (SEE MAP REFERENCE No.2) tiA9�. N: 351.31 W:1069.58 FEB 1 ?014 F CE io SPRU���/All \\ lii�;%� V / o — • SPRUCE/I/gIlA1 v� u i� 12" o CHERRY TWIN 6° �� �\II/ �= 'r/ l .r /• , , Y �dAP.�F.E:.6EdCES SPRUCE ;J�\\ 1.) SURVEY MAP PROPOSED BLUFF STABILIZATION PREPARED FOR: ALEXANDER SPRU12"CE /J111111���\ / / / / / / / / / HARVEY i &OTHERS Bi OCK, 35 LOT„ #1 FISHERS ISLAND, NEW YORK DATED: (EDGE OF / SEPTEMBER 13, 1994 'REVISED / / / / / / / / / � CHANDLERPALM THROUGH 02/23/95 SCALE: 1"=20' SHEET 1 OF / LAWN I / / / / i / �� / / / / 2 BY CPK - ER & KING. 0 CENSE AREA / //, / / / / /� �/ / / / / ' .'• / 9 U 2. - ^AaTAI EROSION HAZARD AREA MAP, TOWN OF SOUTHOLD SUFFOLK ROCKY / )=200SHELi 39 -FI OF 49 DATED 08/29/88 / N /l // / / / / / / / BEACH / / COUNTY, NEW YORK, SCALE 1" ' IN)! / / / // / / / / / / PREPARED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. JF BANK / ; / LIMITS OF/ / / / 3.) TOPOGRAPHIC SURVEY PREPARED FOR HARVEY PROPERTY OLD MALLORY 12-2012 /"lt ;/ EROSION / / ROAD FISHERS ISLAND, NEW YORK "EXISTING CONDITIONS" DATE: APRIL 8, 2011 SCALE: 1 "=20' PROJECT #2011808 SHEET 1 OF 2 BY CME ASSOCIATES / ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC. OF BANK " / / L /• "2011"TOP OF BLUFF 4.) PLAN MADE FOR J 1--- OHN F. MCGILLIAN; BLOCK 35 - LOT 2; FISHERS ISLAND, ( • (1993 SURVEY) / / NEW YORK; SCALE: 1"=40 FT.; CHANDLER, PALMER &KING; NORWICH, CONNECTICUT; JUNE 21, 1979 I l / l / l l / �� I 5.) SURVEY MAP PROPOSED ADDITIONS PREPARED FOR JOHN F. MCGILLAIN; OF BAN 04-201 / / / / /-TOE OF BLUFF / / / 0 BLOCK 35 LOT 2; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; NORWICH, CT.; DATE: FEBRUARY 25, 1993; SCALE: 1"=40'; SHEET 1 OF 1 2011 �B NK / T �O "1O994" / /. 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED / / / / / J' • HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO CD REMAINS OF BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE �/ CONCRETE ENGAGEMENT. �o REVETMENT 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN NN / / / / / ITEM IN ANY WAY. F� 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF / / �/ s / / / / / / - / / • N/F NOW OR FORMERLY THE LAND SURVEYOR. TOE OF BLUFF "2013„ / •. / SF SQUARE FEET 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC OW TOP OF WALL SURVEY TRIANGULATION STATION NIN . T / � / ECSITE IS TION 01 1N THE BLOCK 01�,N OF LOT SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, c' GRAY. GRAVEL S 12. 20 -- — — EXISTING CONTOURS 6.) TOTAL AREA = 1.27t ACRES. STONE WALL A A ^ RETAINING WALL 7.) BASE FOR LEVELS: MLLW. ^ ^ AS WOOD FENCE 8.) PORTIONS OF THIS SITE LIE WITHIN FLOOD ZONES K (EL.=16 & 13) R SHOWN ON FIRM, FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, NEW YORK ��� / �/ / // / ' / / •. / MEAN HIGH WATER UNE(MHW) BRUSH LINE COMMUNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANEL 38 OF 1026 MAP ELEV.-2.8 �w i, SUFFIX: H MAP. NUMBER 36103C0038H MAP REVISED SEPTEMBER 25, 2009. TOP OF BANK 2012 TOP OF BANK TOP OF,; BANK 2011 12-2012 TOP OF BANK - 1994 TOP OF BANK - 1957 / / ///.// ———— TOP OF BANK = 1954 co / / / ROCKY /. TOP OF BANK 1945 //�/• N / / / BEACH ry 46 20, Co / / / / / / / 20 10 0 oK/. GRAPHIC SCALE IN FEET N W 5 �J U mlo CD N U O ~ o U o= U) i) >O W N c m � �, U � U � N U w cl) (Ij c'') (h C7 34-12A � 7) Q O _ � 34-13 34-128 0 n F o rn N co 34-11 \� 1 m ui 00 M N p N o N 34-10 34-8 N cn = 0 Q� N N 0 N 00 7 34-9 0 34-8 w 0 Y w Li 34-4 OW w 34-3 \ 34-5 LOT 1 38-4 � D \6� LOT 2 LOT 3 35-6 \ 35-78 / 11-1-7.3/ 35-4 LOCATION MAP S L A N V P O N IP 34-1 SI TF.S 35-3 v� Y SCALE 1 "=400' MONUMENT 1 (FOUND) N N/F CYNTHIA MocNAIR BLOCK 35 — LOT 3 QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL 0\,o a4 .10 N/F F. B. HARVEY, JR. BLOCK 34 - LOT 2 PRESENT TOP OF BLUFF / ������ �� iN�l'// /� p�� ______------------------ --- / / COASTAL EROSION , — LJ / / HAZARD LINE PER / �� / / x /s a ; cy / " — (SEE MAP REFERENCE No.2) / v�° �� / ------ --------- --- N / R - o\ -T�\ FISHERS IS (UNIMPROVED ) DEVELOPMENT CORP. \-------- - - / MR (VACANT LAND) — -- � 1 49.90 S82'5 23 p _ _ _ i "E 'lj yea / � \ R 191.15'�---�'L / PROPOSED 10' TEMPORARY GRAVEL � \ \ \ I / / / / ��� > / / / /LIMITS OF PROPOSED REVETMENT / ACCESS DRIVE FOR REVETMENT WORK I \ r / FOR WCKBH LLC ON LAND OF / / TO BE REDUCED TO 4 FEET � � 6/ / � � \ co / FISHERS ISLAND' DEVELOPMENT CORP/ 9 AFTER CONSTRUCTION / AND HARVEY PROPERTY I I'- VEGETATED I /� /2 , / /// / TOP OF REVETMENT EL.=22 / SLOPE 1 / — / / 6 I RESIDENCE ` \ I / 1`L� ` cV / /� i N \ \6' HIGH EDGE OF LAWN J l �� / / / O AND BRUSH LINE /1 / / / ROCK may-- /tx KY / I— 4' HIGH ROC BEACH / / 1 ROCK TOP OF BANK 07-2013 APPARENT HIGH WATER zll N/F/" ,�0� UNE(AHWL) ALEXANDER 11 & i 0 / „, ROBERT HARVEY TOP OF BANK `' // /// // ///V / ' / / '/� BLOCK 35 -Lor 1 I �,� ,� 12-2012 BENCHMARK NAIL ss94\ �G��h�i \ / / ///// / // / / /" / /TOP OF BANK/ / ELEVATION =48.59 / \�o F a�' / / / / "1945" MEAN HIGH WATER UNE(MHW) TOP OF BANK / / / ELEV.-2.8 "2011" .A,) GRASS/ 40. \�. §: I %// /, // TOP OF BANK "1954 /TOP OF BANK S /// / / 1957" P� J ti o p TOP OF BANK , 07-2013 /TOE OF BLUFF / 2011 ." // o /// / / / / / / � 4 / / / / �/ / / TOE OF BLUFF / / / LDEED INE / "2013" / I JOHN F BLOCK COASTAL EROSION HAZARD LINE PER (SEE MAP REFERENCE No.2) tiA9�. N: 351.31 W:1069.58 FEB 1 ?014 F CE io SPRU���/All \\ lii�;%� V / o — • SPRUCE/I/gIlA1 v� u i� 12" o CHERRY TWIN 6° �� �\II/ �= 'r/ l .r /• , , Y �dAP.�F.E:.6EdCES SPRUCE ;J�\\ 1.) SURVEY MAP PROPOSED BLUFF STABILIZATION PREPARED FOR: ALEXANDER SPRU12"CE /J111111���\ / / / / / / / / / HARVEY i &OTHERS Bi OCK, 35 LOT„ #1 FISHERS ISLAND, NEW YORK DATED: (EDGE OF / SEPTEMBER 13, 1994 'REVISED / / / / / / / / / � CHANDLERPALM THROUGH 02/23/95 SCALE: 1"=20' SHEET 1 OF / LAWN I / / / / i / �� / / / / 2 BY CPK - ER & KING. 0 CENSE AREA / //, / / / / /� �/ / / / / ' .'• / 9 U 2. - ^AaTAI EROSION HAZARD AREA MAP, TOWN OF SOUTHOLD SUFFOLK ROCKY / )=200SHELi 39 -FI OF 49 DATED 08/29/88 / N /l // / / / / / / / BEACH / / COUNTY, NEW YORK, SCALE 1" ' IN)! / / / // / / / / / / PREPARED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. JF BANK / ; / LIMITS OF/ / / / 3.) TOPOGRAPHIC SURVEY PREPARED FOR HARVEY PROPERTY OLD MALLORY 12-2012 /"lt ;/ EROSION / / ROAD FISHERS ISLAND, NEW YORK "EXISTING CONDITIONS" DATE: APRIL 8, 2011 SCALE: 1 "=20' PROJECT #2011808 SHEET 1 OF 2 BY CME ASSOCIATES / ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC. OF BANK " / / L /• "2011"TOP OF BLUFF 4.) PLAN MADE FOR J 1--- OHN F. MCGILLIAN; BLOCK 35 - LOT 2; FISHERS ISLAND, ( • (1993 SURVEY) / / NEW YORK; SCALE: 1"=40 FT.; CHANDLER, PALMER &KING; NORWICH, CONNECTICUT; JUNE 21, 1979 I l / l / l l / �� I 5.) SURVEY MAP PROPOSED ADDITIONS PREPARED FOR JOHN F. MCGILLAIN; OF BAN 04-201 / / / / /-TOE OF BLUFF / / / 0 BLOCK 35 LOT 2; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; NORWICH, CT.; DATE: FEBRUARY 25, 1993; SCALE: 1"=40'; SHEET 1 OF 1 2011 �B NK / T �O "1O994" / /. 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED / / / / / J' • HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO CD REMAINS OF BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE �/ CONCRETE ENGAGEMENT. �o REVETMENT 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN NN / / / / / ITEM IN ANY WAY. F� 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF / / �/ s / / / / / / - / / • N/F NOW OR FORMERLY THE LAND SURVEYOR. TOE OF BLUFF "2013„ / •. / SF SQUARE FEET 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC OW TOP OF WALL SURVEY TRIANGULATION STATION NIN . T / � / ECSITE IS TION 01 1N THE BLOCK 01�,N OF LOT SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, c' GRAY. GRAVEL S 12. 20 -- — — EXISTING CONTOURS 6.) TOTAL AREA = 1.27t ACRES. STONE WALL A A ^ RETAINING WALL 7.) BASE FOR LEVELS: MLLW. ^ ^ AS WOOD FENCE 8.) PORTIONS OF THIS SITE LIE WITHIN FLOOD ZONES K (EL.=16 & 13) R SHOWN ON FIRM, FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, NEW YORK ��� / �/ / // / ' / / •. / MEAN HIGH WATER UNE(MHW) BRUSH LINE COMMUNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANEL 38 OF 1026 MAP ELEV.-2.8 �w i, SUFFIX: H MAP. NUMBER 36103C0038H MAP REVISED SEPTEMBER 25, 2009. TOP OF BANK 2012 TOP OF BANK TOP OF,; BANK 2011 12-2012 TOP OF BANK - 1994 TOP OF BANK - 1957 / / ///.// ———— TOP OF BANK = 1954 co / / / ROCKY /. TOP OF BANK 1945 //�/• N / / / BEACH ry 46 20, Co / / / / / / / 20 10 0 oK/. GRAPHIC SCALE IN FEET N W 5 �J U mlo CD N U O ~ o U o= U) i) >O W N c m � �, U � U � N U w cl) (Ij c'') (h C7 m �z 0 z O v N w - o V) LL, Ll FtL 0 z Q � 7) Q O _ � N 00 0 n F o rn N co Q m ui 00 M N p N o N W <q,->�0Jow N cn = 0 Q� N N 0 N 00 7 WZ 0 Z w 0 Y w Li D Y0 00 x O OW w = U _� n CL Cr) U�z p Q Q C L 0 AUG. 0LL elf W > • rn �� 20' O Q LL C:d w Z Lr_ Wp m �z 0 z O v N w - o V) LL, Ll FtL 0 z Q � 7) Q O _ N 00 0 n F o rn N co 03 m ui 00 M N p N o N I m U N cn = 0 Q� N N 0 N 00 7 WZ 0 Z w 0 Y w Li D Y0 00 x O OW w = 0 W DATE: AUG. 8, 2013 SCALE: 1 " = 20' PROJECT #2012859 SHEET 1 OF 1