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HomeMy WebLinkAbout1000-44.-1-13 OFFICE LOCATION: �O��Of SU(/ryOlO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � � �p� Telephone: 631 765-1938 Southold, NY 11971 O Fax: 631 765-3136 ��C�UNT`I,Ncc� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM r To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: October 16, 2018 Re: Local Waterfront Coastal Consistency Review for ANTONIOS DAGOUNAKIS & MARIA SISKOS SCTM# 1000-44-1-13 En-Consultants on behalf of ANTONIOS DAGOUNAKIS & MARIA SISKOS requests a Wetland Permit and a Coastal Erosion Permit to construct approximately 200 linear feet of corrugated vinyl bulkhead (faced with 3"x10" untreated hardwood) in place of existing storm damaged timber bulkhead and backfill with approximately 200 cubic yards of clean sand fill to be trucked in from an approved upland source; relocate approximately 118 cubic yards of 3-4 ton stone from area landward of bulkhead to form a single row of stone toe armor seaward of bulkhead (remaining stone to be buried by backfill landward of reconstructed bulkhead; and to install a 10' wide stone splash pad along the landward edge of the reconstructed bulkhead. Located: 55585 County Road 48, Southold. SCTM# 1000-44-1-13 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 Policy Standards and therefore is CONSISTENT with the LWRP based on the following: 1. Southold Trustees Permits 279 and 6655/6655C were issued for the bulkhead. 2. The bulkhead will not project further seaward than the existing flanking bulkheads. 3. The stone armor is located above the M.H. W. line. Verify that the stone armor will not impede public access along the foreshore. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan', Assistant Town Attorney Town of Southold OCT 209 LWRP CONSISTENCY ASSESSMENT FORINT Southold Town A. INSTRUCTIONS Plannin2 Board I. All applicants for permits* including Town of Southold agencies, shall complete Inis or 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 Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 44 - 1 - 13 PROJECT NAME Antonios Dagounakis&Maria Siskos 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: Construct approximately 200 linear feet of corrugated vinyl bulkhead(faced with 3"x 10"untreated hardwood)in place of existing storm damaged(Winter Storm Grayson)timber bulkhead and backfill with approximately 200 cy of clean sand fill to be trucked in from an approved upland source;relocate approximately 118 cubic yards of 3-4 ton stone from area landward of bulkhead to form a single row of stone toe armor seaward of bulkhead(remaining stone to be buried by backfill landward of reconstructed bulkhead);and install 10'wide stone splash pad landward of reconstructed bulkhead,all as depicted on the engineering plans prepared by Joseph Fischetti, P.E.,dated August 20,2018. Location of action: 55585 Route 48,Greenport Site acreage: 14,575 sf Present land use: Residential,one-family dwelling. 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: Antonios Dagounakis&Maria Siskos (b) Mailing address: 26-29 212th Street Bayside,NY 11360-2526 (c) Telephone number: Area Code 917-686-3301 (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,NYSDOS,USAGE 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 1:1 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 See attached addendum. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑ Not Applicable See attached addendum. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable ANTONIOS DAGOUNAKIS &MARIA SISKOS 55585 ROUTE 48 GREENPORT,NY SCTM# 1000-4-1-13 Wetlands State Effect, CEMP Statement of Effect and LWRP 4,5,6 The project seeks to replace a bulkhead that was significantly storm damaged and partially destroyed during Winter Storm Grayson on January 4, 2018. The existing, developed site has been improved with and supported and protected from flooding and erosion by a bulkhead for more than thirty years. Specifically, the existing bulkhead was permitted pursuant to Southold Trustees Permits 279 and 6655/6655C, which were issued in 1985 and 2007,respectively, and transferred to the applicants on December 13, 2017, weeks prior to Winter Storm Grayson. Reconstruction of the bulkhead would thus maintain the property's historical method of protection against erosion and flooding, and there is no viable non-structural alternative means of maintaining and protecting the applicants' property from erosion and flood damage. Rather, without replacement and maintenance of the bulkhead, which would tie into the existing bulkheads on the two adjoining properties, the subject and adjacent lands and the residential structures located thereon would be exposed to severe erosion and flood damage, as ultimately would be County Road 48, which is located as close as 62 feet from the line of the bulkhead. To mitigate the potential impacts of the project, consistent with Chapter 275-11(13)(1)(c), the reconstructed bulkhead would be armored with stone toe armor(relocated from the area behind the bulkhead where it was placed as an emergency erosion control measure pursuant to Southold Emergency Wetlands Permit No. 9141 E) to dissipate reflective wave energy. And pursuant to Chapter 275-11(13)(1)(d), the 10' wide area landward of the bulkhead would be maintained as a nonturf buffer in the form of a stone splash pad. For all the reasons and information described above,the project 1) is reasonable and necessary and lacks a viable alternative; 2) would not cause increased erosion or otherwise adversely impact the conditions of the subject or surrounding properties; 3) would create no significant adverse ecological impacts on the adjacent beach, unvegetated, littoral zone tidal wetlands or surface water quality of Long Island Sound; and 4) will thus comply with the permit standards of Chapters 275 and 111 and will be consistent with Policies 4, 5, and 6 of the LWRP. See attached addendum. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ N®® 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. VN Yes No Not Applicable Reconstruction and armoring of the historically existing,Trustee-permitted bulkhead pursuant to the permit standards of Chapters 275 and 111 of the Town Code will not prevent or impede access along the shoreline or affect access to or recreational use of Long Island Sound. Attach additional sheets if necessary WORDING COAST POLICIES . 1 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 ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DATEAugst24,2018 Robertann Amended on 811105 S.C.T.M. NO. DISTRICT. 1000 SECTION: 44 BLOCK: 1 LOT(S): 13 WATER LINE TOE OF STONE ARMOUR— — 16 LAND SOUK SPRING HIGH — — — — ONG IS ALONE OF3BULKH UR — \s� �—���-��'�� Y-- �� AND . ZONE VE(EL 16) WOOD _ _ °`�' ' ' ':• cn TIE UNE HW '2.4- +a� . . . . +� " E _ _.._..-••— +� . . .". . . ." a9 N 8204S'SS +� W000 �1LKNFAD TIN 9.6 +tp e •�°`. . . . . .t . . .-q . . . . . .1,0 __: �.- + o�' ' 9 3 = +� t V +� DECK DECK +-• o�'\ W E 15.6 WOOD 6,.::'.:::' '`� , �.�. LANDWARD-LIMIT 03 ,� ,�� . . h OF STONE ARMOUR TOP OF SLOPE +'� 6 .. ...... N c� + 70 :::GpRp,GE_ Z LANDWARD UM1T :.ryy:._. .' ' +tea• �y. 6 ° 40�-::._...._.:'..:.:'_.:._ ....CQ .........: .: ::::...:..... :.. -c OF STONE ARMOUR ,�q• + ,�o• v :.::':•SSORY G.......:'.''.... ':':':':'.'':':':':'....':'.. ... :' ':':''':.'.... TOP OF SLOPE ,��. + c`-- � y0.2 ON 2 + ........ ... .... . ...... .. .. .. .... . �.�: 7-1.5..::..: y 8.2'=::: �_:::.:: :36.5 '' -y� �, N ':.'.: .. : :.:: '::'.'.'...'.'..•.. .: '' o_...:: + L _ _ GRA / �! FIRM ZONE BOUNDARY . g3 6' : ZONE X 0!L FlLL ,- �`_ 'BRICK / 2000� � IAB WgLE 'BRIG R ' �. • pILUp` COASTAL EROSION HAZARD AREA BOUNDARY- 12011 W s 76 , R �g� OF pgVEMENT CC EDGE ROA OR 1 l THE WA Y, WELLS. DRYWELLS AND CESSPOOL 0601111INS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 74,575 SQ.FT. or 0.33 ACRES ELEVAnON DATUM, NAV088 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY ,� t� MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN p ,= ONLY 70 THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF 7O THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION D] � �`'' LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS71TU170N. GUARANTEES ARES NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT IN7ENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC7701V OF FENCES, ADD1770MAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS � AUG 3 1 2018 AND/OR SUBSURFACE SIRUCT JRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO:DAGOUNAKIS; Southold Town MAP OF: y " Board of Trustees FILED: SITUATED ,AT...GREENPORT TOWN OF.iSOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC Professional Land Surveying SUFFOLK COUNTY, NEW YORK � and Design P.O. Bos 153 Aquebogue, New York 11931 .. , PHONE (831)298-1588 FAX (831) 298-1588 REVISED 08-14-18 FILE # 18-63 SCALE: =20 DATE: JULY 15, 2018 N.Y.S. USC NO. 050882 m.tntObAnx the records of Robert J. Benne w a Kenneth N. woyoana ^ r 1 fa ,Pyr- 4 Soo n / / I I — /6 mss, I u COUNTYOFSUFF I ., 51 I foa 4 / O q FOR PCL NO SEE SEC NO q I / 7/ I a i Qe / I l' 1e COUNTY OFSSUF OF LK COUNTYOSUFFOLK I 43 e0 s+ o 4 4' Q 53 WC) o � P ♦3 ,nw. �� ro , LINE S 0 ^tt SEE SEC NO 0.S] O � � ^ a 18<m NOTICE COUNTY OF SUFFOLK © K TOAN OF SWTMOLD SECTION NO d+°o.�Ywp= ;— '� Int) ,� 2 ""'y --•-- _ u• -- -- "vx�wwvccurF�wnon ar�aa E mw E Property Y 44 Real Agency Y SO A ,p _ PROPERTY MAP. '.�+i+nYi�u`-rt�� i'�'. %s= '�.'§ 'F°�... ,�.�:�- ��°S':-'m.� `'1Po p'c't';'✓ -V` ...�:.:�;:.' ANTONIOS DAGOUNAKIS& MARIA SISKOS, 55585 CR 48, GREENPORT � p T a ri V l Figure 1. Aerial view of subject property and bulkhead in October 2017,two months prior to being storm damaged during Winter Storm Grayson on January 4,2018. Aerial image by Google Earth. .1401 K v� w } � r w a r ..., _ 4. =.s w— �a. Figure 2. Looking south from beach at westerly end of easterly adjacent bulkhead(left);at shoreline area where existing bulkhead was partially destroyed during Winter Storm Grayson and at emergency stone armor to be repurposed as toe armor along reconstructed bulkhead(center);and at existing dwelling behind storm damaged bulkhead to be reconstructed(right). ANTONIOS DAGOUNAKIS &MARIA SISKOS,55585 CR 48, GREENPORT - - a IN ;������. ..C. '•» ,.a�,?'�, a„ cy+7'fz' r k�v.:>„ hCa�.:i'� `,`,.',.t,r n �u' r.�tir':,�«;; [�,y;, _ts;:� ,.r�: t r. r.'a.'�._-•�-.•'fi�:•�K;;L"�,�.j.Y: �.�a,`„}a-<h'Y�. 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Looking southwest from end of easterly adjacent bulkhead at location ofproposed reconstructed bulkhead and emergency stone armor to be repurposed as toe armor along reconstructed bulkhead or buried beneath backfill landward of reconstructed bulkhead. x 4 I ,y.�•• ,;5-�.1.�.,.,'ytit,u•$..p""-���it�l�� y -" .+ (z. �' /¢t(�•f` 1r .��� %�} j���ti,,, ` ,. . '' .•-sz.i'. <ib�i,:Y i ' i+Sr t..a •p `F_�d i` �i�p"..4'• _:!.r c :E'�^'.','gyp .�`M.q.,��"3f.,'' (s•4�,� ,xr-� ''ar�'ViyY�;?:b3 xF.�i .-s, * '..' rr '�.�' `>t}'ki�° "•- t r' t � ,��• *' � ,�_.� '''}}"r :{:�.s,• t M' _t„Y' b' a'�.:5!""d ��,�,: :ra.r,�'°z;,-`:i.::M ..' .� _.�,:s� '���-a'l':'C�3 �.�•��:� '` � res 5 t� � , '�� 'tAz ,� `�' � iSs..�''`-'s �.je ,.§:'1,:» a 1 .y. "":'i2`,7R`,--.,�yee.JF�u' :. , k. ,v S3� ; F t •� Fes, I-, - 5Y'",�'Vw`•���'�` 3'"�:.,'�'T�s'^1�:y�k"e?"ryc vik^. t�� � C1ta 7 ,Y- �t'.A"�°F, .- .i'..eys..`-�+•'a".^c^1 v;='"`a:: �"S7� : ;grd' .. •` �''4� ,�- W.-�� iia;�•.� .i"�6; � `55*, f'�'«'L' `""�, l ae ry�Y.'L"'%rt'�%'•� w.b a r `{. �.`c' .�?',°.'}�..�. ;{nrF - r a A '*`ov.«s.,�.�ra'��..,, :5-""s•'^: ' �:�-i�, r. ,fJ�"`,:s!+..... !a►"4:,A.r-»., - ., rtx., .�. �^ t�±*i.��..++.li��`S`-" ~�_, -� . .'��",�c�y y.�. "'ice•:.�`"ia,a;i :s;: Figure 4. Looking southeast from end of westerly adjacent bulkhead at existing storm damaged bulkhead to be reconstructed. O Vol Vol V) VINYL SHEfoRE WPILINGITH BULKHEAD HARDWOOD 200 FEET LONG ARMORED -CONSTR\ 3X10Xe'TO BE CTED IN PLACE OF STING STORM DAMEXIAGED BULKHEAD ` x 3.0 _ _ 0 ' PROPOSED 00 SINGLE ROW OF - - - _ ;_ _ _ N8�°4555 34TO114N STONE TOE ARMOR AREA BETWEEN PROPOSED BULKHEAD /� x � 20'f.390, HIGH WATERLINE w Fi.� PROPOSED OF SPLASH PAD -MHW EL 2.4 ALONG ELEV. AND TOP OF BANK TO BE BACKFILLED x 8.8 TOEDGE OF i - AND BASE 3 CONTOUR - - WITH APROXIMATELY 200 CY OF CLEAN WOOD DECK - _ - x 8.4 x 6.3 - _ _ OF BULKHEAD SAND TRUCKED FROM APPROVED x �....' - - - - - - - - - - - _ UPLAND SOURCE f /� 10.5 x6.8 ^> 3.4 x8.7 ,x3.3 ZTW 11.5 WOOD DECK .i "> ">' ',>' „ 'o " >' ">>' ">; '"; ---------------- x �k'POSEbSPLASHPq�`. , 3.7 oC1SSINGlau K A n WOOD DECK %, %," > .">> c" V O O ° EXISTING S -x4.0 x 4. ` O ^ - a TONEARMOR> '' "' x4.0 "-J FIRM ZONE _Lyl _ _ - - _ _ _ - - _ _ _ - -^+� =i' >" "'/ > O G O W 1V-� BOUNDARY p 2 STORY FRAMED TOP OFSLOp ` - >` 7.7 5-4 LINE DWELLING & GARAGE E " x co 14711 F ` x _ �` J x v ( ] � ch TOP x 11.5 15.1 x 13.7 �NDWARD ar ^J , 0 W ZONE X x 13.0 OF SLOPE x 12. x 14.9 x 15.8 EXISTING STON f OF zo ARMOUR v ! r- a+M7 0 GRAVEL DRIVEWAY x 12.s x 1a.s w w Y�^7 OIL �, TO REMAIN x14.7 F- M O In n,ys FILL x 13.3 Qc 12.5 12.5 TW 10.2 I_ \ST'0L x (J, �ER`oN TIMBE WALL - LINE BILCK - - - - I - - S 76003'20" W 200.000' EDGE OF PAVEMENT Lu SITE PLAN LEGEND: SCALE: 1" - 20'-0" x 8,8 • EXISTING ELEVATIONS , NORTH ROAD C.R. 48 �- ��_ - --- w e-- r- p-::, F. (D d' Lo SPLASH PAD - 4" TO 8" STONES PLACED OPEN GRATE 6)C8 TIMBER WALES �' AUG z 7 2018 '` -� W z ON FILTER CLOTH (10' FROM BULKHEAD) TOP CAP ' U J X - 10 EL 9.6 Q O O C.0-- --.---. -. 4X6 FOLLOWER .';�,� , :, to 3/4" GALV. BOLT W/ a a a a c a a� 9' I (nO � cM � O WASHER & NUT (TYP) U) 0: O Boa aa�� � aoa a s aa � a a�a� W U N ' � � a as � (a �� a� a 0 DAGOUNA�G I� - S ISfGO o D D C� �-C�� 3X10 ARMOR 10' LONG 7 a a a O a a a 8' LONG HARDWOOD I. PLAN IS BASED UPON SURVEY BY KENNETH M. WOYCHUCK LAY LOG I T T, fil I = W/2" SPACES 1 dia. GALVANIZED TIE ROD i SURVEYOR LAST DATED AUGUST 14, 2018 _ - i - GRADE 11. i o SINGLE ROW OF 2. SITE WILL BE ACCESSED BY CR 48 O BOLT W/WASHER STONE TOE 3. DEADMAN AND LAYLOGS CAN EE REPLACED WITH & NUT (TYP) , i ARMOR HELICAL PILES WITH WORKING LOAD 10 TONS 8in. dia. DEADMAN 4X6 FOLLOWER 3-4 TON EACH PILE, 10' LONG �_ 4. PROPOSED STONE ARMOR FOOTPRINT IS 800 SF OR 118 CY DRAWN BY: IF 14'-0" MIN. - SPRING HIGH WATER i t= - GRADE: LEVEL AT BULKHEAD $�2S�2O1H 3.0' A-A 16' LONG SHEATHING I 4.0.. + _ MHWM 2.4' SCALE: SEE PLAN EVERLAST 8.5 OR EQUAL12"dia. PILE XISTING GRADE 20' LONG, 6' O.C. MIN. PENETRATION 10n. ' ''r* ° IA" �' SHEET NO: PROPOSED TOE ARMOR ALONG TOE OF BULKHEAD TO CONSIST OF SINGLE `' ROW OF 3 -4 TON STONE RELOCATED FROM ERODED EMBANKMENT. ANY �� STONE NOT RELOCATED TO TOE OF BULKHEAD WILL REMAIN BENEATH ROS�S `�P � PROPOSED BACKFILL. 'no y�r I✓ LONGITUDE -72.407 LATITUDE 41.092