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HomeMy WebLinkAbout1000-11.-1-12To 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: 631 765-3136 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 W. LUKE BOSWELL SCTM# 1000-11-1-12 J.M.O. Environmental Consulting on behalf of W. LUKE BOSWELL 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: 1299 Old Mallory Road, Fishers Island. SCTM# 11-1-12 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. © Wohd • United States - NY • Suffolk Co. - Southold y1 � a b V'� b tee 10 m i� _ i" �i« ,S o T7ta Narowh wn«.5a Pkfmw ry 6vas ErR b tet] fttw- r wa.-n.eo w Copp MUMMA01miffel MOM K ti jjjtjf o� ' 5 Town of Southold A. �F 1 4. LWRP CONSISTENCY ASSESSMFN'P FORM 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 prepares of this form slw d review the exempt minor action list, policies and explanations of each policy contained in the T of Southold Local Waterfront Revitalization Program. A osed action will as its si t 3: If any question in Section C on this form is answered "?e� ", then the proposed action will -affect the achievement of the LWRP policy standards ations contained in the consistency review law. each answer must e e Pained inis both sa li stanrting dardds and suunorting facts. If an action cannot be certified as conith the LWRP policy conditions, it shall not be undertaken. A copy of the LWRP is available in Ibe following p website (southoldtown.northfork.net), the Board of local libraries and the Town Clerk's office. A B. DESCRIPTION OF SITE AND PROPOSED $CTM# 1000 - 11 1-19 Slope stabilizatio PROJECT NAME I . The Application has been submitted(check Town Board F]Planning Board Bi : online at the Town of Southold's tees a61anning Department, all E �-- 7 FEB 2 1: response): L ❑ Board of Trustees a 1. Category of Town of Southold ag cy action ( eck appropriate response): (a) Action undertaken directlyib]Tovwvn rn (e.g. capital El construction, planning a:ctiagenc regulation, land transaction) (b) Financial assistance (e.g. grant, (c) Permit, approval, Iicense, Nature and extent of action: Please see attached MAR 10 2014 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: 1299 O l d Ma l l o r Ro F' Site acreage: Present land use: Single family dwelling Present zoning classification: R-124 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: W • Luke Roswell 5815 Graves Lake nrive (b) Mailing address: Cincinnati, OR 45243 (c) Telephone number. Area Code ( 513-313-4135 tinkno wn (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? N.Y.S.D.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 nog- � n�'^i ve "c�eve i nnment" and shouh ^^t have_ an negative impact upon oen s r th character --of f. the -community. it is felt that this ro�ect 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 0 Not Applicable The project shall have no im act upon -any historic or archaeolo ical resourcesTtis f is consistent with this Attach additional sheets if necessiv Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LAAW Section III — Policies rages 6 through 7 for evaluation criteria L__1 Yes F No ❑ Not Applicable The project will have no im ac u nor impact the visual ual* he Taam.. Tt is f --hi q nrn� r�rf- i rnnc_i �� ^^�' ��.� t'h Attach additional sheets if necessary NATURAL COAST POLICIES , and natural resources from flooding and erosion. See LWRP Policy 4. Minimize loss of life, structures Section III — Policies Pages 8 through 16 for evaluation criteria ' Yes II F---1 No ' Not Applicable The project. will nQ� �' al7S a_c C21PratPCl of nrlj arent not �n=_r-mnn��— 4er-e - --��nerti es -rTi-1.1 - - l hg n�3c _1 nGS -nf marirtP r�r^.jAi land hahi_t-at- and are no loss of_publiv recreationarP l souLces Tt �s felt that this _ project is consistent with this PolicV Attach additional sheets if neccssaryy Policy 5. Protect and improve water quality and supply in the Town of Southold, See LWR.P Section III — Policies Pages 16 through 21 for evaluation criteria U Yes Q No Not Applicable The pL2ject will have no negative impacts upon the qualitV of ore 3lr�nf i tV Put hl e water Tt is felt that thi S ro'ect is consistent -.with 1 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 LWl2P Section III — Policies; Pages 22 through 32 for evaluation criteria. 0 D 7 1- es NT-- Not Applicable The project shall have no negative impacts upon the quality or fu ti any w -v ' r ^� Of Signif Coastal Fish and Wildlife ap tats It is ell ghat this project H is consistent with this policy Attach additional sheets if necessary' Policy 7. Protect and improve air- 'ua �r in the Town of Southold. See 11� Section Iii — Policies Pages 32 through 34 for evalmatinn v� t ia• The project shall have no impact upon air aualit it is felt that this proj.ect. is consistent with this olicv -Attach additional sweets if necessary policy 3. %viinimize environmental deg--ndation in ovm 04 €�uthol -�r-cm solid waste and hazardous substances and wastes- See LVIS' Sea, joy ,I — Micies4 Page j 3,� tnrcngh, 38 for evaluation criteria. The project does not involve the use of or the disoosal of solid waste or hazardous substances and wastes. it is felt that this project is consistent with this policy PUBLIC COAST FOLK -MES 'Policy 94 Provide for public access e--rea.4.,onai use -af< coastal. -raters, public lands, and public resources of the ';town of Southold. Sew L 17�pp section m - ?olicies; Pages- 38 through 46 for evaluation criteria. The project will have no impact upon public access to, and the recreational use of coastal •7aters, public lands or the public resources of the To,,. -n. .it is -felt that this project is consistent with this policy Attach additional streets if necessar� WOWING COAST POLICIES PoUcy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent uses In si dtable locations. See DAW Section . Policies; Pages 47 hough 56 for evaluation criteria. q files ❑ No ❑Riot Applicabie The project will have no impact upon Southold's water dependent uses of or the siti nc. Q n u _— water dependent uses it suitable locations Tt is felt that this project is consistent with this policy __ Attach additional sheets if necessary policy li. Promote sustainable use of Hying mate resources in Long Island Sound, the Peconic Estuary and 'Town waters. See 16,17VRIP Section — Policies Pa;es 57 thi-ough 62 for evaluation criteria. Yes ❑ No ❑ Not Applicable The project will have no i rnpA i ngh ljP „,=¢ of living marine resources It is felt that this prr)ject is consistent with this policy Attach additional sheets if necessary Policy 1.2. Protect agricultural bands it the �o r � o SOU, 07 See W Section in -- Policies; pages 62 through 65 for evaluation er Eena. ❑ `des ❑ No ❑ riotl€cale The pro! ect does not i nvol ve a^r; cu l t,,, -, lands— Ti- i 5; fA1 t that this policy is not applicable to this project Attach additional sheets if necessany Policy 13. PromoLe appropriate use and. development oz ep?erg=J and -mineral resources. 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Npod 46 49 57 8`� tt t f i Ajr 3 8} r pa ^ac 2 e�-ter / • ` J h /► r 21 SITE WW99" .54' 24 r-- - 4 p fr. 34 40 57 a 21 37 '152 as `f Y so , m c 40 63 rl'1 37 5tr 63 — A11f M, Pr t ° �' i r 8t Sr 48 65 .�-'6f4'y 49 1 77 BLOCK ISLAND SOUND 89 28 50 1560 87 87 91 24 26 17: -i�� j r i 51'�4 97 87 92 41 102 95 92 f J_- - . 44 54 66 88 96 94 47 r 69 111 103 93 TAKEN FROM MAPTECH NEW YORK TO NANTUCKET AND TO CAPE MAY, NJ REGION 3 VICINITY M A P 0 1000 2000 3000 4000 FT. FOR PEONLY SCALE NOT ION EE S1F y0PROPOSED SLOPE STABILIZATION PROJECT DATUM: MEAN LOWER LOW WATER AT 1177 & 1299 OLD MALLORY ROAD ti APPLICATION BY: LUKE BOSWELL BLOCK ISLAND SOUND r ' & JOHN F. McGILLIAN, JR. FISHERS ISLAND COUNTY OF SUFFOLK APPLICATION NO.: STATE OF NEW YORK �9042h k� ENGINEER: OCEAN & COASTAL pR�FESS1�NCONSULTANTS ENGINEERING, P.C. 1 DATE: 11/26/2013 SHEET 1 OF 16 :':\2013�OCC_213057.0\3-Project-Files\CAD\Task 2\1.dwq Sheet 01 Carrie L. Walter Tue. 03 Dec 2013 - 9:57am ROP OLD MALLORY 71'13'2 'E N/F JOHN F McGILLIAN 2. REFERENCE: COASTAL EROSION HAZARD AREA MAP, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, SCALE 1"=200' SHEET 39 -FI OF 49 DATED �- 08/29/88 PREPARED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. s y <� BLOCK 35 - LOT 2 [b `T 0- 'A - J � ' �' �I e� PATIO NSF CYNTHIA MacNAIR BLOCK 35 — LOT 3 _ , TOP OF BLUFF!;: I 1� 07-2013 COASTAL EROSION HAZARD LINE (CEHA)�,1/TOE OF BLUFF (SEE NOTE 1) �/ %, %'� i 2013" / ROCKY BEACH" ,/ • // MEAN HIGH WATER LINE (M.H.W.) EL+2.8' REMAINS OF / CONCRETE;/6- REVETMENT ,\L307 W Q ID 106.36' /" V APPARENT HIGH WATER UNE (AHWL) O �j N/F ELEV.=3.3 n FISHERS ISLAND DEVELOPMENT CORP. \! (ISABELLA BEACH) EXISTING PARTIAL SITE PLAN — SHEET 1 OF 2 0 60 FOR PE ONLY NOTC6�tS N SCALE 1"=60'-O" NOTES 1. PORTIONS OF THIS SITE LIE WITHIN FLOOD ZONES DATUM: MEAN LOWER LOW WATER VE (EL.=16 & 13) AS SHOWN ON FIRM, FLOOD i INSURANCE RATE MAP SUFFOLK COUNTY, NEW � & JOHN F. McGILLIAN, JR. YORK COMMUNITY: TOWN OF SOUTHONUMBER: H MAP 0 �• 000� 360813 PANEL 38 OF 1026 MAP SUFFIX: • NUMBER 36103CO038H MAP REVISED SEPTEMBER ENGINEER: OCEAN & COASTAL 25, 2009• ROP OLD MALLORY 71'13'2 'E N/F JOHN F McGILLIAN 2. REFERENCE: COASTAL EROSION HAZARD AREA MAP, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, SCALE 1"=200' SHEET 39 -FI OF 49 DATED �- 08/29/88 PREPARED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. s y <� BLOCK 35 - LOT 2 [b `T 0- 'A - J � ' �' �I e� PATIO NSF CYNTHIA MacNAIR BLOCK 35 — LOT 3 _ , TOP OF BLUFF!;: I 1� 07-2013 COASTAL EROSION HAZARD LINE (CEHA)�,1/TOE OF BLUFF (SEE NOTE 1) �/ %, %'� i 2013" / ROCKY BEACH" ,/ • // MEAN HIGH WATER LINE (M.H.W.) EL+2.8' REMAINS OF / CONCRETE;/6- REVETMENT ,\L307 W Q ID 106.36' /" V APPARENT HIGH WATER UNE (AHWL) O �j N/F ELEV.=3.3 n FISHERS ISLAND DEVELOPMENT CORP. \! (ISABELLA BEACH) EXISTING PARTIAL SITE PLAN — SHEET 1 OF 2 0 60 FOR PE ONLY NOTC6�tS N SCALE 1"=60'-O" C- Citi DEE { - ��.,� DATUM: MEAN LOWER LOW WATER r APPLICATION BY: LUKE BOSWELL n � & JOHN F. McGILLIAN, JR. APPLICATION NO.: ENGINEER: OCEAN & COASTAL FcclncaP\ // 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 3057. 0\3—Project—Files\CAD \Task 2\2.dwg Sheet 02 Carrie L. Walter Tue, 03 Dec 2013 — 9:58am o� aQ0 =x xY p • , (L 0_ O .00" W N� O O " O Wz m w O w it �Uj yv0Ir C14\) 0 m I \,1,\\ �\ 1 , z LLJ Qw o r . co -J W m �•/ III \ 00 cc J// 1 91. 1z 26 22�� OV- \2013\OCC_213057 m A CD Z V) W 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.dwq Sheet 03 Carrie L Walter Tue. 03 Dec 2013 — 9:58am Qti 1 0I DATUM: MEAN LOWER LOW WATER �N Z',, O (3 to Ir APPLICATION BY: LUKE BOSWELL O Z=� & JOHN F. McGILLIAN, JR. x1, OF UQ APPLICATION NO.: \2013\OCC_213057 m A CD Z V) W 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.dwq Sheet 03 Carrie L Walter Tue. 03 Dec 2013 — 9:58am Qti 1 0I DATUM: MEAN LOWER LOW WATER '` Ir APPLICATION BY: LUKE BOSWELL & JOHN F. McGILLIAN, JR. �O APPLICATION NO.: OF 0426 �SSIONN\ ENGINEER: OCEAN & COASTAL CONSULTANTS ENGINEERING, P.C. \2013\OCC_213057 m A CD Z V) W 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.dwq Sheet 03 Carrie L Walter Tue. 03 Dec 2013 — 9:58am N n D v / D p 7, Z Z c �_ c) C z o D � Z O m 7 N m Z O o ZD � O o c> z O c) r m o mR* W X0 zr� 0 Zm O `L r pD O o �D D m r r m r � c m 0 w v p D Z7 > o m 0 w —0 o \ v vp Co D O O r o \ C R' 3 j mZN� V) "-0 w 0 -< m — N (m m 0 r m O� Z Z m u) o rD p al D � cn _<N n Z O D D = 000C rr--_i m z 0/ Z Co M � 00 Dp l I rn 40r ............................................ . . ...... . . .... . .......... . PROPERTY LINE 30 ..... ............ TOP OF BLUFF 07-2013 20 TOE OF BLUFF "2013 .................................. . PROPERTY LINE APPARENT HIGH WATER LINE 10 ............ ............ .............. EL•+3.3' M.H.W. 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 ' V = ZONES VE (EL.=16 & 13) AS SHOWN ON FIRM, jy n a� y� FLOOD INSURANCE RATE MAP SUFFOLK ^'oR �'� COUNTY, NEW YORK COMMUNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANEL 38 OF fe / 1026 MAP SUFFIX: H MAP NUMBER .51.31 3610300038H MAP REVISED SEPTEMBER 25, W:1069.5 2009. ROAD2. REFERENCE: COASTAL EROSION HAZARD AREA OLD MALLORY MAP, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, SCALE 1"=200' SHEET 39—FI OF _ / �� 49 DATED 08/29/88 PREPARED BY THE NEW N71.13'2 _ �y YORK STATE DEPARTMENT OF ENVIRONMENTAL 15•x' CONSERVATION. NIF y.\�tc\ 3. TOE OF RIPRAP REVETMENT IS COVERED BY JOHN F M GILLIAN MEAN HIGH WATER LINE REMAINS OF (M.H.W.) EL+2.8' - ' EXIST. CONC. e / �y /. APPROX. TOE OF REVETMENT " ' Q�� �� RIPRAP REVETMENT n. _ ti Qfip _ � A (TYP.: SEE NOTE 3) O OOW 74 g' 0, W�, , �O ` \V 106.36' v APPARENT HIGH WATER UNE (AHWL) 0 NIF ELEV.=3.3 FISHERS ISLAND DEVELOPMENT CORP. (ISABELLA BEACH) PROPOSED PARTIAL SITE PLAN - SHEET 1 OF 2 0 60 120 FT. FOR PERMIT USE ONLY NOT _ UCTION SCALE 1"=60'-0" �P 4E DEFSy� PROPOSED SLOPE STABILIZATION PROJECT tib• �F. DATUM: MEAN LOWER LOW WATER AT 1177 & 1299 OLD MALLORY ROAD APPLICATION BY: LUKE BOSWELL BLOCK ISLAND SOUND & JOHN F. McGILLIAN, JR. FISHERS ISLAND �•� ii' APPLICATION NO.: COUNTY OF SUFFOLK ' STATE OF NEW YORK 30426 �`� % ENGINEER: OCEAN & COASTAL FFSSIONaCONSULTANTS ENGINEERING, P.C. DATE: 11/26/2013 SHEET 9 OF 16 P:\2013\bCC=2T3OS5.0\3—Project—Files\CAD\Task 2\9.dwa Sheet 09 Carrie L. Walter Tue. 01 nwc int; — In -nn— BLOCK 35 cLor 2 \gn. SAND. zi 2 tBEG ��yO��G N TO TAPER R \ �'A �IREVETMENT Q� EXIST. PATI0 CREST/TOP FROM O EL.+27' TO N/F i EL.+25' CYNTHIA MocNAIR BLOCK 35 — LOT 3 _ $ TOP OF I 1 i REINFORCED VEGETATED y tln P SLOPE A 0,\ COASTAL EROSION o �pGj-�./ HAZARD LINE (CERA) (SEE NOTE 1) REVETMENT SHALL TAPER BACK INTO EXIST. BLUFF / AT PROPERTY LINE MEAN HIGH WATER LINE REMAINS OF (M.H.W.) EL+2.8' - ' EXIST. CONC. e / �y /. APPROX. TOE OF REVETMENT " ' Q�� �� RIPRAP REVETMENT n. _ ti Qfip _ � A (TYP.: SEE NOTE 3) O OOW 74 g' 0, W�, , �O ` \V 106.36' v APPARENT HIGH WATER UNE (AHWL) 0 NIF ELEV.=3.3 FISHERS ISLAND DEVELOPMENT CORP. (ISABELLA BEACH) PROPOSED PARTIAL SITE PLAN - SHEET 1 OF 2 0 60 120 FT. FOR PERMIT USE ONLY NOT _ UCTION SCALE 1"=60'-0" �P 4E DEFSy� PROPOSED SLOPE STABILIZATION PROJECT tib• �F. DATUM: MEAN LOWER LOW WATER AT 1177 & 1299 OLD MALLORY ROAD APPLICATION BY: LUKE BOSWELL BLOCK ISLAND SOUND & JOHN F. McGILLIAN, JR. FISHERS ISLAND �•� ii' APPLICATION NO.: COUNTY OF SUFFOLK ' STATE OF NEW YORK 30426 �`� % ENGINEER: OCEAN & COASTAL FFSSIONaCONSULTANTS ENGINEERING, P.C. DATE: 11/26/2013 SHEET 9 OF 16 P:\2013\bCC=2T3OS5.0\3—Project—Files\CAD\Task 2\9.dwa Sheet 09 Carrie L. Walter Tue. 01 nwc int; — In -nn— w , WCKBHFLLC cfr"r7 ---- BLOCK 34 - LOT I O ' T*7 COASTAL EROSION HAZARD u NRF ----- f UNE (CEHA) (SEE NOTE 1 B. HARVEY JR. H/F �� ^ �p ON SHEET 9 OF 16) W " - '�` BLOCK 34 —LOT 2 i19NR5 ISUND .� C�fi `v _ �? �, 0 �1\. END OF BLUFF EROSION D BENCHMARK OP �v � --1 \ \ rt �u! ` -MAG NAIL R�t51. .yiyA 9p�\ �\\ TOP OF BANK 12-201 \\\\\\<.` }r �i` ELEVATION '-n N I F PRESENT T �iJr �ti OF BLUFF ALEXANDER II & t ROBERT HARVEY TOP OF R I' ' BLOCK 35 - LOT I REINFORCED 1 i o n DD p 1° E �� 0 ,} VEGETATED ! - SLOPE `L-125.54' 7� O Z i Vl G7 r C ? 0� �c ep9 ��QFC�G St' F, k5�i EXIST. µ / , > •' ' o! ' '0 •z '�A $' , - - " (o C Z L (7 O /�ti \ �� �0 �F5 QP�i GRASS C! CREST " frI m o m D = m RpP �� \ �S�>� �'� LIMITS OF PROPOSED Z ?p Z Z D REVETMENT ON ADJ. V) -I -� Z PROPERTY, BY OTHERS: m 00 Z D (7 O y 7`°3 TOP OF REVETMENT , "' EL.+22' V.I.F. Z Z Z r m Oy �4 ---' ,'"EXIST. 6' n z o rrI f C Z r m :O r as <� -- ��\ ~ . 4 "' - - ,' - �,' z- HIGH ROCK D `" Z 0 O O Z W O \� ery ""� R N/� " d F •" HIGH TROCK -ION LIC\ \ �5� " _ NPR E13 / E REVETMENT SHALL BE �ANSITIONED TO BLEND INTO (7 r m\y I- r m O O o�' �'� 6 X10 �j '"" BEGIN TO TAPER ti' -' CREST/TOP OF ADJACENT PROPERTY REVETMENT IF ALREADY CONSTRUCTED. 2 $ A _ _ - " _ REVETMENT FROM , - " D EL+25 TO EL.+22 OTHERWISE, REVETMENT SHALL EXTEND TO THE PROPERTY UNE ZG\ - TO MATCH EXISTING SLOPE AND TAPER BACK INTO THE BLUFF. Ln 7 " /� MEAN HIGH WATER LINE 0�a ° D o� (M.H.W.) EL+2.8' p NI w [Tl D -1 O ��� BEGIN TO TAPER CREST/TOP OF ,` G REVETMENT FROM EL.+27' TO EL.+25' V O 4 m �y ,' i APPROX. TOE OF RIPRAP REVETMENT 5 wN N (7 (TYP.; SEE NOTE 3 ON SHEET 9 OF 16) Q 3 \ O�-Zi2TO• D O�l O C �� oy Z Z m N r O Cmr7 0 CO REMAINS OF EXIST. CONCRETE REVETMENT r O Z D D y n _ m OODC _{ V 0 -Z PROPOSED PARTIAL SITE PLAN - SHEET 2 OF 2 O �� O DO 0 FOR PERMIT USE ONLY � NOT FOR CONSTRUCTION 0 60 120 FT SCALE 1"=60'-O" CA11 J T co M < 46'-10"t 1 38'-6"t N 60 TOP OF EXIST. BANK 07-2013 D EDGE OF EXIST. EXIST. CEHA LINE -� o i p PATIO; BEYOND PEDESTRIAN SAFETY FENCE BY OTHERS -Dj REGRADE TO MATCH EXISTING ........ ......:............. ............................... WOODY SHRUB VEGETATION (BY OTHERS) C Z c- n EL:+44.0' rI fmrl D m � K� TOE OF EXIST. BLUFF "2013" Z O m EL +39.5' ........ , ....... :............. .:... ... , ..... .............................. .................. T N O Z z 40 SECONDARY LAYER (TYP.) 1' . 6' CD Q D OJ r m O EL;+35.0' CREST `-°� Z -I PRIMARY LAYER (TYP.) 0 Z O 0 r m EL:+30.5. . . .. .. .. .. .. . . .. . .. RIPRAP REVETMENT n m z C 30 . EL+27.0': o m Z m r EL:+26.0' (TWO LAYERS OF ARMOR STONE) m ZO Z O . : - . : I. OJ SAFE SLOPE AS EXIST. MUDLINE D ..c_ 0....... ETERMINED 6Y . 0 0 D ;0( D 20 CONTRACTOR. ... BACKFILL -AND -REGRADE WITH m n r m �m CRUSHED STONE ro 1.5 NATIVE BEACH MATERIAL :0 BEDDING LAYER APPARENT HIGH WATER PROPERTY m 10 : ... .. - .. .. : . LINE 'EL.+3:3LINE CRUSHED STONE FILTER' LAYER �� z o GEOTEXTILE FABRIC (TYP.) - EL+2-8' - m p . nD Z7 M.LL.W.Oi iii .. .i. . ... i. . . . .i ..... I.... i......I_. .I....... _......_............. . >po m I I I I CA O 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 v m o\ J01-1 3 N D C �1 C) --` 0 o r��=� tj (Dm W 0 m— co -r1 0 N m cn Z -z PROPOSED SECTION A -A m N N o p co U) n -n z N D N 0 20 40 FT. J: 000OC �> o z SCALE 1"=20'-O" X;u 00 D c- 0 0 FOR PERMIT USE ONLY °' 1 NOT FOR CONSTRUCTION i CD . r. 0 a w 2 m m -i fJ O n Ai m cn0 D � D Z C m D C) =Di -1 REGRADE TO MATCH EXISTING �� Z— 50 Z Z ZDK:. D a r -5O Q Z O n 0 r-- m EL.+44.0' C` r� O Z D O Za) 0 V D ` O D �Ln nr 1' 6 TOE OF EXIST. m m EL.+ 35.0' \ r � D0 � O 0 U) �I m v0 D (--q 0 O -Zi to m ((o rm*1 O < m TI O r- CO cn Z TIZ Or D MNN0 0 c D c N 0000 7K T. 0 00 Z1 � 00 D r 0 0 45'-5"t 15'f 38'-6"t 60 .................. .._......_...... ...... EDGE OF EXIST. ' TOP OF EXIST. PEDESTRIAN SAFETY FENCE BY OTHERS PATIO,. BEYOND BLUFF 07-2013. REGRADE TO MATCH EXISTING 50 ........'......:......'.......'............ ..... .....; EXIST. CEHA LINE EL.+44.0' C` WOODY SHRUB VEGETATION (BY OTHERS) 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 :o ....... ... . . _ ' EL.+27.0' - (TWO LAYERS OF ARMOR STONE) . EL+26.0' BACKFILL AND REGRADE' WITH SAFE SLOPE AS NATIVE BEACH MATERIAL 20 . .. . .. .. DETERMINED BY CONTRACTOREXIST. MUbLINE CRUSHED STONE 1'S �1 APPARENT 10 BEDDING LAYER .... ....................................... ......0 HIGH -WATER PROP. LINE EL.+3.3' ................... LINE CRUSHED STONE FILTER.LAYER M.H.W. GEOTEXTILE FABRIC (TYP.) . M.L.L.W. 0 L . ............. _......_ ............. 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 PROPOSED SECTION B -B 0 20 40 FT. SCALE 1"=20'—O" V CA s 0 oma.- 0) L 1`1 Lo 0 0 CL 0 V) m w n 0 m 0 C D L4 C7 0 n D 4 m L4 I D N D \N 3 N 0 Leff m m w 0 Ti 0 O mZ C Z rm D D . Z.. -u O n D Z D --j 9? Z O m z 22O O Z D :• G7 <n � D nr D � � D n c- 0 ZZ m D � Z co O n G7 r m Dm O Z OJ O �m m D 0 �O m O v D DOC -900 R. m- I= (NDIrTI o -C m — co m ON 0 1 Z y Z rD mNNo 0 c -9 D L � N x r- z x x 00 0Z X X 00 D c- 0 0 05040 60- 50- 40 30 20 10 M. L. L. W. 0 23'-8"t I 9't .............._....I......... F-- EDGE OF r�TOP OF EXIST. BLUFF 07-2013 I EXISTN PATIO, PEDESTRIAN SAFETY FENCE BY I OTHERS ' I BEYOND REGRADE TO MATCH EXISTING . ..... ..... .... ............. WOODY SHRUB VEGETA77ON SECONDARY LAYER 2 (BY OTHERS) MID) I 1 EXIST. CEHA LINE ... EL.+37.5' PRIMARY LAYER (TYP.) 1 F6' TOE OF EXIST. EL.+33.0' ' CREST _ BLUFF "2013" . .. . EL+28.5........ . _ . . ..... .I... ...... I RIPRAP REVETMENT (TWO LAYERS OF ARMOR STONE) • SAFE SLOPE AS 1 NATIVE LBEACH MATERIAL L ANDr VnTH DETERMINED ' BY. . . ..... .. .... .. ..... ... .....% ..................... CONTRACTOR 15 EXIST. MUDLINE- PROPERTY CRASHED STONE �1 .LINE BEDDING LAYER `O : APPARENT ............: .............. ....:... ....... _ :............. • ......:... HIGH. WATER .. • ...... CRUSHED STONE FILTER LAYER �Z LINE:EL.+3.3' M.H.W. EL.+2.8' GEOTEXTILE FABRIC :(TYP.) II 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 PROPOSED SECTION C—C 0 20 40 FT. SCALE 1"=20'—O" �\ ^ 4-: 1 / p N C) C / ZZ C Zc D a -rI m > D o Z� ZO m Z U7 O `° Z D C7 D -1 O ZZ n Z G)r m r C �7 c m f? �c� r x zo zm o Z0 W r > o �D c_O �* D nr m -j M M c 0 w v p 0 D N DO L4 O V) I \ V m V p N (n 0 w --1O �r w O 3 m Z N 7, tJ-0 w O -< m— c(om. q O N r- U) Z m Z �D r ri w �n p p Co SCD N 000OC m m o F> 00 0 00 om rn i 27'-8"t I 15'-3"t 5't , _ _ 35'- 60- 5'- 60 I........ ...... ...... ..................... . ............... EXIST. CEHA LINE EXIST. PROP. LINE TOP OF EXIST. BLUFF 07-2013 50 .... . .. . ..... .. .... I . .: ..... . .... . ......... .. ... .: ......:. . .....: ...... ... ...... ... . REGRADE TO PEDESTRIAN SAFETY FENCE BY OTHERS MATCH EXISTING WOODY SHRUB VEGETA77ON (BY OTHERS), 40 r .....2..:.... TOE OF -EXIST. SECONDARY LAYER (TYP.) � `�1: 1' 6' BLUFF "2013" PRIMARY LAYER (TYP.) : REST 30 _ .... EL:+.25:0 ....... . ...... _ ... . fL:+28.5'' ' ' ' TO 22.0' - RIPRAP REVETMENT (TWO LAYERS OF ARMOR STONE EL:+24.0' (SEE NOTE) ) ; BACKFILL AND REGRADE WITH 20 CRUSHED .STONE .... NATIVE BEACH MATERIAL BEDDING LAYER ; PROPERTY LINE .1.5 APPARENT CRUSHED STONE FILTER: LAYER `O �1 EXIST. MUDLINE HIGH WATER 10 .. ..... LINE EL.+3.3' . .' _ _ .` . GEOTEXTILE FABRIC (TYP') M.H.W. �N •. M.L.L.W. 0 . . . . .... .. . . . _ . .... . _ . .. . ..: : ... 4.:. _' : . ...... . �I �..I ..� I���..�I I I 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" al � S\ e of F U m "D D 0 � O O N -I m v0 D m 0 r0 m A = X (oo m 0-<m— co -90 En - N z m z r -D minLn00Co D 0 0 0 0 f-> N z 00 00 D c- 0 n 33'-2"t 40 ............. 0 D D OZ z m C z f� r n DmD O= ff BLUFF 07-2013 mO EXIST. ?lz z n zD C7 D ---I 0J r .. O O Cc) Or m z ;0 TOE OF EXIST. BLUFF "2013" rC O z O O z 0J O> ................................. `0 � m D c) RIPRAP REVETMENT (TWO LAYERS OF ARMOR STONE) r- m m "D D 0 � O O N -I m v0 D m 0 r0 m A = X (oo m 0-<m— co -90 En - N z m z r -D minLn00Co D 0 0 0 0 f-> N z 00 00 D c- 0 n 33'-2"t 40 ............. ....................... .................................. TOP OF EXIST. BLUFF 07-2013 EXIST. PROP.: LINE TOE OF EXIST. BLUFF "2013" 30 ............ .................:. ................................. RIPRAP REVETMENT (TWO LAYERS OF ARMOR STONE) EL.+22.0' BACKFILL .AND REGRADE WITH 20 NATIVE BEACH MATERIAL },g EXIST. PROPERTY. LINE CRUSHED STONE EXIST. -APPARENT. FILTER LAYER - MUDLINE HIGH WATER 10 ......... GEOTEXTILE FABRIC (TYP.) M. L. L. W. 0 . .. . .... .. . . . ....... . . .. .............. ...... .. ... ... . .... ........... . I I I I 0 10 20 30 I 40 I I I I 50 60 70 80 I I 90 100 NOTE: ENTIRE SECTION LOCATED WITHIN CEHA BOUNDARY. FOR PERMIT USE ONLY NOT FOR CONSTRUCTION PROPOSED SECTION E -E 0 20 40 FT. SCALE 1 "=20'-0" �FD COMPACTED 9" THICK LIFTS OF GRANULAR FILL---:�� SECONDARY SECONDARY LAYER GRID — FACE OF NEXT PRIMARY LAYER GRID l'-0" . l'-0" . 1'-0" PLANTABLE SOIL 0 O N D O N 0 D D D c ZZ r > C) OI Z a �m D c- O=ff o z z Z U) O -< -Ti z s + O W �� 0 zy (7) z � O n C) rm mc z r ;or f� ;p c) O M Dm O G -)D z0 r o -0V N �* D nr O < m 0 m CD r- G so 0 W COMPACTED 9" THICK LIFTS OF GRANULAR FILL---:�� SECONDARY SECONDARY LAYER GRID — FACE OF NEXT PRIMARY LAYER GRID l'-0" . l'-0" . 1'-0" PLANTABLE SOIL 0 O N -a PRIMARY LAYER GRID D D 0 0 r > cn 00 LA z —0 c -< D v (n NOTE: GRANULAR FILL SHALL BE COMPACTED TO GEOGRID (TYP.) K: v O AT LEAST 95% OF THE MODIFIED PROCTOR o N U) 0 m FOR PERMIT USE ONLY VALUE AS DETERMINED BY ASTM D1557. o N DOC -D -n 3 o m--I=r i,4 O < m 0 (oom W Ln m m rn 0 "T1 rn PLANTABLE SOIL m 0 O Z: m _— rD m cn cn o ao PROPOSED REINFORCED VEGETATED SLOPE DETAIL c D D N - -< -Tl z z D D 0 0 r > cn 00 o �z c -< co D c- 0 FOR PERMIT USE ONLY -A NOT FOR CONSTRUCTION 0 1 SCALE Y2"=1'—O" 4 FT PLANTABLE SOIL NON -WOVEN FILTER FABRIC (TYP.) o. 34-12A 31-1,3 34-13., 34-128 33-2 '� 1 34-11 34-8 34-7 34-9 34-6 V34-4 dl / 34-5 LOT 1 36-4 - .dl LQ 35-6 LOT 3 1 LOT 2 35-78 ISLAND POND 34-10 ON L34 -1 7-6-6i 11-1-7.3 /' 35-4 34-3 / \ 35-2 J 35-3 �j10 LOCATION MAP SCALE 1 "=400' 1 / M . MONUMENT E (FOUND) ,\5 50' 4AW .i N/F CYNTHIA MocNAIR BLOCK 35 - LOT 3 QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL STRUCTURAL ARCHITECTURAL N/F F. B. HARVEY, JR. BLOCK 34 - LOT 2 IN IBENCHMARK -MAG NAIL I ELEVATION =48.59 N. 351.31 W.1069.58 �l / /Z COASTAL EROSION HAZARD LINE PER (SEE MAP REFERENCE No.2) JOHN f BLOCK ti FA ----------------------------- _____ / PRESENT TOP OF BLUFF / r / // / COASTAL EROSION � � / // / r / HAZARD LINE PER —''`— --------------------- _-- _--__— ` (SEE MAP REFERENCE No.2) --', FISHERS ISLAND (uNROAD DEVELOPMENT CORP. A4PROVED) �\ (VACANT LAND) 49.90'-- --�-,� -� I----- PROPOSED 10' TEMPORARY GRAVEL \ ` \ \ \ I R=191.15' / •. / ACCESS DRIVE FOR REVETMENT WORK I \ \ ) / TO BE REDUCED TO 4 FEET /-� \ \ ( // / /��, ///� / / /LIMITS OF PROPOSED REVETMENT / p9 AFTER CONSTRUCTION 1 I / / / f / FOR WCKBH LLC ON LAND OF ,�ij1• / I ) , I I I 6/ / \ // (o/ FISHERS ISLAND DEVELOPMENT CORP/ f \ I I Q VEGETATED SLOPE I /� �rk� /1 / AND HARVEY PROPERTY 1 ` i // ° �/ 6/ TOP OF REVETMENT EL.=22 P CA CA EDGE OF LAWN O / AND BRUSH LINE 6' HIGH 'ROCK TOP OF BANK /////� j / _ — / ROCKY / 07-2013 BEACH ROCK GH N F ALEXANDER 11 & APPARENT HIGH WATER ROBERT ST.S HALO TOP OF BANK VEY�° �// /// / / / / �// / _ / / �• / / / UNE(AHWL) o , 12-2012/// / / /�/ / i / / / ELEV.-3.3 /TOP OF BANK,/ 1945" / / • ' / �� TOP OF BANK / / /` MEA IGH WATER LINE(MHW) "2011" GRASS110. TOP OF BANK / +�l► / / "1954" / •"� / /// TOP OF BANK / TOP OF BANK SO� ����///�/ 1957" // /// •/ 07-2013 //// / / // �/� / TOE OF BLUFF / 2011" / A5° TOE OF BLUFF / /DEED O „2013" / LINE II 11 '.per Its { f LU L. I 411,Iq I u1i C "ROCK, 8„ SPRUCE 9�, ���\1111//j p � / / �/ / 9/gill i b �CW 1110%% S " •� �sF / / SPRUCE Iz /CHERRY o o /// 1 / / / / / I / / / •/ TWIN 6' SPRUCE 12"S�� MAP REFERENCES I SPRUCE �� / . EDGES OF I / / / / / / / / // // / / // / / / �ry� 1.) SURVEY MAP PROPOSED BLUFF STABILIZATION PREPARED FOR: ALEXANDER 01 LAWN/ / HARVEY .1 & OTHERS BLOCK 35 LOT #1 FISHERS ISLAND, NEW YORK DOTED' �8• LICENSE AREA //// / / / / // // J/ / / / / / '`) SEPTEMBER 13, 1994 REVISED THROUGH 02/23/95 SCALE: 1"=20' SHEET 1 OF 7' 2 BY CPK - CHANDLER, PALMER & KING. ROCKY / BEACH / � 2.) COASTAL L EROSION HAZARD AREA MAP, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, SCALE 1"=200' SHEET 39 -FI OF 49 DATED 08/29/88 PREPARED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL OF BANK / /// / / / // CONSERVATION. 12-2012 / LIMITS OF � ER OSION / • / 3.) TOPOGRAPHIC SURVEY PREPARED FOR HARVEY PROPERTY OLD MALLORY ROAD FISHERS ISLAND, NEW YORK "EXISTING CONDITIONS DATE: APRIL 8, 2011 )P OF BANK / / / / / / // I / / / ,2011SCALE: 1"=20' PROJECT #2011808 SHEET 1 OF 2 BY CME ASSOCIATES " / / /� / / -� TOP OF BLUFF / ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC. 4.) PLAN MADE FOR JOHN F. MCGILLIAN; BLOCK 35 - LOT 2; FISHERS ISLAND, 1 1 NEW YORK; SCALE: 1"=40 FT.; CHANDLER, PALMER & KING; NORWICH, ' OF BANK CONNECTICUT; JUNE 21, 1979 04-201 I I TOE OF BLUFF // / 5.) SURVEY MAP PROPOSED ADDITIONS PREPARED FOR JOHN F. MCGILLAIN; „2011„ / O BLOCK 35 - LOT 2; FISHERS ISLAND NEW YORK; CHANDLER PALMER & KING; / / o NORWICH, CT.; DATE: FEBRUARY 25, 1993; SCALE: 1"=40'; SHEET 1 OF 1 TOP OF BANK 1994" /,• N/ 11 t� l �Aj NOTES to Q0 REMAINS OF REVETMENT ti ^ry TOE OF BLUFF „2013" MEAN ELEV. 218H WATER LINE(MHW) TOP OF BANK 12-2012 ROCKY / BEACH \46. rV / N /Y 20' 10' o �► �/ / / , :•• � GRAPHIC SCALE IN FEET 20' IFm N/F NOW OR FORMERLY SF SQUARE FEET TOW TOP OF WALL 7— GRAV. GRAVEL — — — 20 — EXISTING CONTOURS STONE WALL J- ^ RETAINING WALL < Of WOOD FENCE of p BRUSH LINE -1 -J LLI — — TOP OF BANK - 2013 — - - - - TOP OF BANK - 2012 ------------- TOP OF BANK - 2011 — — — TOP OF BANK - 1994 - - TOP OF BANK - 1957 — — — — TOP OF BANK - 1954 ---- TOP OF BANK - 1945 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. 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 ITEM IN ANY WAY. 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "NIN". 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 011, BLOCK 1, LOT 12. 6.) TOTAL AREA = 1.27t ACRES. 7.) BASE FOR LEVELS: MLLW. 8.) PORTIONS OF THIS SITE LIE WITHIN FLOOD ZONES 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 25, 2009. s w, m M O zCL w O U 1n w 0 -A a 0 6 z ti E N O N U M i pt � C O 'C cV N 00 0) 00 'cm c O N s E CL U 00 O ca o COD F- U (o o .o F— U U O = U)U) 00 W 3: >6 6.7c: cu J > N � Mcu U w 04 M C7 M Q � � 7— Q v = < J- I0 � < Of Of of p J -1 -J LLI �r� (� �O � S Z U In L.� E Q c _e Q a 0 N Viz O Of O LL1 w z z V) O O of 10_ w LL rn CV (n w vn w Q Q' w = oU O = 0 m Z r- LL. U U IL 2 � PROJECT #2012859 W Q 7 m M O zCL w O U 1n w 0 -A a 0 6 z ti E N O N U M i pt � C O 'C cV N 00 0) 00 'cm c O N s E CL U 00 O ca o COD F- U (o o .o F— U U O = U)U) 00 W 3: >6 6.7c: cu J > N � Mcu U w 04 M C7 M Q � � 3 Q v = N O N m m 00 N NN 00 N 00 N m o N E I in U = 0' 0 N 0 N O Z w z z p w `L w L� L O Y O O vn w Q Q' w = oU O w � 0 m D U U IL DATE: AUG. 8, 2013 SCALE: 1 " = 20' PROJECT #2012859 SHEET 1 OF 1