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HomeMy WebLinkAbout1000-10.-3-11 J b OFFICE LOCATION: S® 'f®l® MAILING ADDRESS: Town Hall Annex P O. Box 1179 54375 State Route 25 �, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) CA) Southold, NY 11971 �� Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: June 14, 2017 Re: LWRP Coastal Consistency Review for ELIZABETH A. E. JOHNSON SCTM# 1000-10-3-11 J.M.O. Environmental Consulting on behalf of ELIZABETH A. E. JOHNSON requests a Wetland Permit and a Coastal Erosion Permit to remove an existing deck at bottom of bank; install approximately 110' of rock revetment along eroded bank; remove remains of crib dock and remains of damaged timber dock, and construct a 4'x70' fixed dock; a 4'x20' ramp with rails; and an 8'x12' floating dock with 18" legs at each corner to prevent float from resting on bottom at low tide; remove and replace existing embankment stairs to beach; and to install and perpetually maintain a 2' wide buffer strip planted with shrub vegetation and coastal seed mix along the landward edge of the top of the bank. Located: 1990 Peninsula Road, Fishers Island. SCTM# 1000-10-3-11 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 proposal is INCONSISTENT with the below referenced LWRP Policies and therefore, INCONSISTENT with the LWRP. 4.1 Minimize losses of human life and structures from flooding and erosion hazards. The following management measures to minimize losses of human life and structures from flooding and erosion hazards are suggested: A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. 1. Avoid development other than water-dependent uses in coastal hazard areas. Locate new development which is not water-dependent as far away from coastal hazard areas as practical. a. No development is permitted in natural protective feature areas, except as specifically allowed under the relevant portions of 6 NYCRR 505.8. Although the action is a water dependent use, the location of the proposed dock is within the Coastal Erosion Hazard Area (CEHA) and will be constructed in the nearshore area and on the beach. All development is prohibited in the nearshore area pursuant to § 111-11. and beach pursuant § 111-12 unless specifically provided for by Chapter 111, COASTAL EROSION HAZARD AREAS. Pursuant to § 111-6 (below) allowable activities in these areas may include open timber piles or other similar open work supports with a top surface area of less than 200 square feet which are removed in the fall of each year. The proposed dock has a top surface area of 496 square feet and is fixed. Therefore, the dock, as proposed, is prohibited in the nearshore area and on the beach pursuant to Chapter 111, COASTAL EROSION HAZARD AREAS. § 111-6. Definitions. UNREGULATED ACTIVITY -- Excepted activities which are not regulated by this chapter include but are not limited to elevated walkways or stairways constructed solely for pedestrian use and built by an individual property owner for the limited purposes of providing noncommercial access to the beach; docks, piers, wharves or structures built on floats, columns, open timber piles or other similar open work supports with a top surface area of less than 200 square feet or which are removed in the fall of each year, normal beach grooming or cleanup; maintenance of structures when normal and customary and/or in compliance with an approved maintenance program;planting vegetation and sand fencing so as to stabilize or entrap sand in primary dune and secondary dune areas in order to maintain or increase the height and width of dunes, routine agricultural operations, including cultivation or harvesting; and the implementation of practices recommended in a soil and water conservation plan as defined in § 3, Subsection (12), of the Soil and Water Conservation Districts Law, provided, however, that agricultural operations and implementation of practices will not be construed to include any activity that involves the construction or placement of a structure. Further the proposed action is inconsistent with sub-policy - 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. Board of Trustees permits were not found for the existing dock structure. 9.3 Preserve the public interest in and use of lands and waters held in public trust by the state and the Town of Southold. A. Limit grants, leases, easements, permits or lesser interest in lands underwater in accordance with an assessment of potential adverse impacts of the proposed use, structure, or facility on public interest in public lands under water The proposed dock structure will extend into public trust waters resulting in a net decrease in public access to public underwater lands or waters. The dock further encroaches into public waters past the original dock structure. Evaluate the need for this extension. The proposal to remove structures and install approximately 110' of rock revetment along eroded bank is recommended as CONSISTENT. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Town of Southold SUN 201 1,WIZP CONSISTENCY ASSESSMENT FO southold Town Planning Board A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A nro1)osed action will be evaluated as to its siiif cant beneficial and adverse effects upon the coastal area Fwhicb 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 aansiver inust be explained in detail, fistin both supporting and non- sunpor inn, 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# 10 _ 3 _ 11 PROJECT NANI[E Removal of existing deck, dock reconstruction and shoreline stabilization The Application Inas been submitted to(check appropriate response): Town Board ❑ Planniang Board❑ Building Dept. ❑ board of Trustees I XJ 1. 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) 1 (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: Please see attached e Applicant proposes to remove an existing deck, install approximately 110' of rock revetment along eroded bank, remove remains of crib dock and remains of damaged timber dock and construct a 4' x 70' fixed dock, 4' x 20' ramp with rails and a 8' x 12' float with 18" legs at each corner and to install a 2' buffer strip and plant with shrub vegetation and coastal seed mix a � ' R Locationofaction: 1990 Peninsula Road, Fishers Island Site acreage: 0 .4 5 Present land use: Existing single family dwelling R-40 Present zoning classification: M _! 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:_Retty Ed cards Johnson 7503 Old Rridge Court (b) Mailing address: Sugarland, TX 77479 (c) Telephone number:Area Code( )__8 3 2-2 6 5`0 8 91 (d) Application number,if any:_,__. Currently unknown Will the action be directly undertaken,require funding,or approval by a state or federal agency? �, N.Y.S.n.F.C. , N.Y.S.n.O.s. Yes U No❑ If yes,which state or federal ageiicy7__U.S.A.C_O.R. 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 U No ❑ Not Applicable The proposed project ai ll enhance the character of the communitc� -. preserves open space and makes a benificial use of a_coastal V location. It is felt that this project is consistent _aith this policy Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LVW Section III—Policies Pages 3 through 6 for evaluation criteria �--� Yes -1 No Not Applicable The proposed project gill have no impact upon any known historic y or archaeological resources. It is felt that this project is consistent with this policy Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable T e proposed project gill have no impact on any scenic resources nor gill it impact any visualualities of the Togn Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWT Section III—Policies Pages 8 through 16 for evaluation criteria Yes F No El Not Applicable -The proposed project gill not cause accelerated erosion of adj acern+ properties, gill not create any aestheticimpairments and there_ _will_be no loss of marine or getl_a_nd habitat and there will be no loss of public recreational resources. It is felt that this_ projcx+ ^is consistent gith this policy 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 1--1 Yes F No ❑Not Applicable The proposed project will have no negative impacts upon the qual L14 or the quantity of potable Rater. _It is felt thtat this project ___ is consistent with this policy 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. n a Yes No Not Applicable The proposed project sill have no negative impacts upon the �ruali —_ �� or function of any wetlands, ecosystems or areas o Sj ificant _ Coastal 'Fish and Wildlife Habitats. It is felt that this _.proj,ect is consistent with this policy R Attach additional sheets if necessary — Policy 7. Protect and improve air quality in the 'Down of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No❑ Not Applicable The proposed proiect gill have no impact upon a; r nuali Ly felt that this_project is consistent Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LYMP Section III-Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable The proposed project does not involve^the use of or the disposal of_solid caste or hazardous substances and that thins project is consistent with this policy 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 LWIBP Section III-Policies; Pages 38 through 46 for evaluation criteria. 0 Ye�j No❑ Not Applicable The proposed project gill have no impact upon acc_e_ss_tQ, nd_th_e_ recreational use of coastal�aa_ter_sPublic _lands or the public.__ — resources of the Toan. It is felt that thms _protect is consisten4- __.__ a3Eh this policy - Attach additional sheets if necessary 4 WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable The proposedprot ect gill have no impact upon Southold ' s *��� as-ter- epen en uses 'of or the sing of neg g-r e='depen ed nt uses in suita eocati ns. It ts_fe_ft that u� " this project is consistent with this policy -� Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Pecoanic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. 0 Yes ❑ No❑ Not Applicable T�tie proposed project gill have no impact upon subs_tainable use of living marine resources.—It is feltthat this project is consistent Maith this policy 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 E_fl Not Applicable The proposed project does not ~involve agricultural_lands. It is felt 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. � I Yes ❑ No 0 Not Applicable he proposecl pio-1ectdoes not involve the_use of or the developmsnf��^ of. energy or mineral_resorces. It is felt that this policy is not applicable to this project PREPARED BY Glenn F. Just TITLE Agent --DATE a WEST C� � q � MAY - 92017 Southold Town SEE UTTERS 0 FOR Tru e ar OWNER INFORMATION i AR15IES COVE LOCUS NOTES SCALE: 1"=400' 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 APPLICANT ENGAGEMENT. BETTY EDWARDS JOHNSON 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, 7503 OLD BRIDGE COURT UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO SUGARLAND, TX 77479 ALTER AN ITEM IN ANY WAY. 832-265—Q r � 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S Sry� f SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 4.) A PORTION OF THE SITE IS LOCATED IN FLOOD ZONE VE ELEVATION 19 PER FIRM (FLOOD INSURANCE RATE MAP) FOR SUFFOLK COUNTY, NEW YORK. COMMUNITY NUMBER 36103C, MAP NUMBER 36103CO019H MAP REVISED SEPTEMBER 25, 2009. Ftis�No.0- 5.) o5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, SECTION 010, BLOCK 3, LOT 11. p'��tESS4 T� 6.) TOTAL AREA = 0.45t ACRES. ABUTTERS LEGEND 7.) SITE IS LOCATED IN R-40 ZONE. 1.) CONCH OUT LLC 8.) BASE FOR LEVELS: MEAN LOW WATER PO BOX 730 MYSTIC, CT 06355 2.) BRUCE D. & ELIZABETH D. KINLIN 50 EAST 96TH STREET APT. 38 REVISIONS NEW YORK, NY 10028 1 7— PLAN OF PROPOSED DOCK REPLACEMENT CME ASSOCIATES Engineering, PREPARED FOR ; Land Surveying &Architecture, PLLC BETTY E D WARDS JOHNSON formerly Chandler,Palmer&King 1990 PENINSULA ROAD o f 33 Wilbur Cross Way,Mansfield,CT 06268 FISHERS ISLAND, 'NEW YORK 333 East River Drive,East Hartford,CT 06108 DATE: 03/01/17 1 SCALE:AS NOTED I SHEET: 1 OF 5 JOB # 2016822 888-291-3227 1 www.cmeengineering.com -2.4x 80R ° N x -2'4 REMOVE REMAINS OF F OLD CRIB ROCK �j � x -1.8 TOE OF SLOPE � (10-25-2016) \ META —1.0 APPARENT HIGH \ — x • X —0 6 0.8 WATER UNE (AHWL) \ TOP OF BANK Q 4X4 POSTS \�� x �i /I\ ELEV.=3.3 I\ (10-25-2016) (TYP.)�� `� I SS ��, ),REMOVE �� I� ORP ��, COASTAL EROSION ni REMAINS OF DAMAGED I� p�, /I� �� HAZARD UNE—SHEET o WOODEN DOCK� r I ��O I� I 47-Fl OF 49 REMOVE TREE ES ROD— �� (TYP.) 55 -CO NIF LIMITS OFi12 04 TIDAL WETLANDS FKINLIN APPARENT HIGH / ;�z WATER UNE (AHWL) X12 `14 — Fp ELEV.=3.3 c TOE 0k SLOPE ��, I\ � / 0\ EXISTING (10-29-2016) � ' l: E:,NC , o CHER6j8 r CHER / TRV N /F 18, CONCH OUT LLC � 14 TREE TREE 30" �y OAK APP XIMA U ITS OF FL VE _ PER MAP REFERENCE No.2 LEGEND EXISTING CONDITIONS — — 4 — — EXISTING CONTOUR x -4.3 EXISTING SPOT GRADE ELEVATION 30 15 0 30 R E V I S I O N S iiiiiiia GRAPHIC SCALE IN FEET PLAN OF PROPOSED DOCK REPLACEMENT CME ASSOCIATES Engineering, PREPARED FOR41i ✓' t Land Surveying &Architecture, PLLC BETTY E DWAR DS JOHNSON formerly Chandler,Palmer&King 1990 PENINSULA ROAD A 33 Wilbur Cross Way,Mansfield,CT 06268 FISHERS ISLAND, NEW YORK M 333 East River Drive, East Hartford,CT 06108 DATE: 03/01/17 1 SCALE: 1"=30' 1 SHEET:2 OF 5 JOB # 2106822 888-291-3227 1 www.cmeengineering.com -2.4 x 8 0 R -1.8 x -1.6 N P R PROPOSED 11 x -2'4 REMOVE NEW DOCK-70' LON TOE OF REVETMENT x 4' WIDE FIXED DOCK. F OLD REMAINSOF OF 20' RAMP W/RAILS & ,sj AFTER CONSTRUCTION ROCK '` S' X 12' FLOAT- �2c S - 1.3 x PROVIDE OPEN GRATE p DECKING STA. 0+0- _1.8 +0--1 8 0+50 TOE OF SLOPE (10-25-2016) MOVPOSTS VE -1'0 APPARENT HIGH ME -0.8 x X 0.6 WATER LINE (AHWL) TOP OF BANK 4X4 POSTS `� -0.1 i ELEV.=3.3 I• REMOVE IN G\k T I- i� (10-25-2016) (TYP.) , .'� i` c,S i— COASTAL EROSION _0 ., REMAINS OF DAMAGED �\ i�I �\�p�, /�� �r��r, HAZARD LINE-SHEET 70 WOODEN DOC ��I� I // / 47-FI OF 49 e�� "-" 0 REMOVE I REMOVE � TREE ES i WOODE I� �,/` BENCH MARK— I� IRON ROD— (TYP.) nc �i / ELEV. 10.97 1�~`\,1 % IN ,� ';;,^� %! '�/ �� .�1� BASE— MLW s A i�' G i'Z i�'� �� i! % l j� ��X12 8?• X00, N/F LIMITS OF - oP �� KINLIN TIDAL WETLANDS O APPARENT HIGH � G� .• ,J r,, �O �� - F WATER UNE (AHWL) ;ISP i/,. %ir^`,�' ��4 _' ``,' `1 12 i 4— pc ELEV.=3.3 ° TOE Ok SLOPE i� � + , EXISTING (10-25-201 s) RESIDENCE o PROPOSED TOP OF / �►� ^' X238 REVETMENT AT EXISTING C E ,- '.• NG CHER>Y, TOP OF BANK PROVIDE 2' TREE - 18 N/F BUFFER STRIP. TREE CONCH OUT LLC PLANT WITH WOODY 16 SHRUB VEGETATION 14 AND COASTAL SEED MIX /> S� __0 TREE PROPOSED ARMOR LAYER O RIPRAP REVETMENT 3o" �y / (SEE DESIGN PLAN) OAK APP XI MA U OF FL VE PER MAP REFERENCE No.2 LEGEND — 4 — — EXISTING CONTOUR PROPOSED DOCK x -4.3 EXISTING SPOT GRADE ELEVATION o NEW PILE LOCATION 30 15 0 30 R E V I S I O N S GRAPHIC SCALE IN FEET PLAN OF PROPOSED DOCK REPLACEMENT CME ASSOCIATES Engineering, PREPARED FOR m" Land Surveying &Architecture, PLLC BETTY EDWAR DS JOHNSON formerly Chandler,Palmer&King 1990 PENINSULA ROAD33 Wilbur Cross Way,Mansfield,CT 06268 FISHERS ISLAND, NEW YORK CMC 333 East River Drive,East Hartford,CT 06108 DATE: 0.3/01/17 1 SCALE: 1"= 30' 1 SHEET:3 OF 5 JOB # 2016822 888-291-3227 1 www.cmeengineering.com l NOTE: ALL PILES & FRAME MATERIAL PROPOSED TO BE CCA TIMBER— PROPOSED NEW DOCK-70' LONG X DECKING TO BE DOUGLAS FIR OR OPEN RAMP 4' WIDE FIXED DOCK, GRATE (SEE DETAIL—SHEET 5) 20' RAMP W/RAILS & PROPOSED 8' X 12' FLOAT- 8' X 12' FLOAT TOE OF SLOPE PROPOSED 12" DIA. (10-25-2016) ROCK SLOPE PILE APPROX. HIGH TOP OF BANK WATER (10-25-2016) 20 APPROX. LOW 20 i WATER I 4 I I 16 TIDAL GRASS SANDY BEACH — I I _ 16 12 GLADE ' I i .. I 12 AHWL 8 _ l ELEV. 15.51 4 _ — - - - 8 MHWL= -- i =3.3 —0 -ML-W I I --r I i-- ---- 0 2 2.5 I I I I OI I rl l �I I �I I OI �I I I I d rn II II o0 OII NII IIII IIII O I II II ll ICo I III 01 I N OII TII SII NII SII II II II II II II II II II 1+20 1+00 PROPOSED DOCK PROFILE 0+00 NOTE: PROVIDE 18" LEGS AT 4 CORNERS OF FLOAT TO PREVENT FLOAT FROM RESTING ON BOTTOM AT LOW TIDES PROFILE SCALE HORZ: 1"=20' VERT: 1"=20' R E V I S 1 0 N S PLAN OF PROPOSED DOCK REPLACEMENT orw_ CME ASSOCIATES Engineering, PREPARED FOR Land Surveying &Architecture, PLLC BETTY EDWAR DS JOHNSON formerly Chandler,Palmer&King 1990 PENINSULA ROAD �� 33 Wilbur Cross Way,Mansfield,CT 06268 FISHERS ISLAND, NEW YORK 333 East River Drive, East Hartford,CT 06108 DATE: 03/01/17 1 SCALE: 1"= 20' 1 SHEET:4 OF 5 JOB # 2016822 888-291-3227 1 www.cmeengineering.com I WOOD PILE (TYP) Ckf _ _ wSTRINGER CROSS MEMBER U * o WOOD PILE (TYP) n 0 _ _ Ac� DECKING --- - - ZLj - - _ _ = CROSS MEMBER ® N 1" SPACE (TYP)--iF— -H = _ 10't TYP STRINGER CENTER TO CENTER DECKING PLAN VIEW— 4' WIDE DOCK WITH 2" X 8" DECKING 1" SPACE (TYP)--II—` NOT TO SCALE 10' (TYP) CENTER TO CENTER PLAN VIEW— DOCK WITH OPEN GRATE DECKING 12" DIA x 8" DECKING 12" DIA PILING----__ PILING II II �II ELEV. VARIES II 1.3" x 10" STRINGER II III ELEV. VARIES SII ISI 3" x 8" SPLIT CLAMP M.L.W. +d� f M.H.W. 3" x 8" CROSS BRACE IP P 5,f M.L.W. CENTER TO CENTER' NEW PILES 10 FT. MINUMUM CROSS SECTION SIDE VIEW 4' WIDE FIXED DOCK WITH 2" X 8" DECKING NOT TO SCALE 8' 12' DECKING DECKING (TYP) STRINGERS (TYP) MHw FLOAT MHw FLOAT MHw EXISTING GRADE EXISTING GRAD 1.5' END VIEW SIDE VIEW TYPICAL FLOATING DOCK NOT TO SCALE REVISIONS DETAILS PLAN OF PROPOSED DOCK REPLACEMENT %2.0- CME ASSOCIATES Engineering, PREPARED FOR t Land Surveying &Architecture, PLLC BETTY EDWAR DS JOHNSON fes' formerly Chandler,Palmer&King 1990 PENINSULA ROAD �A q 33 Wilbur Cross Way,Mansfield,CT 06268 FISHERS ISLAND, NEW YORK ME 333 East River Drive,East Hartford,CT 06108 DATE: 03/01/171 SCALE: NONE SHEET:5 OF 5 JOB # 2016822 888-291-3227 1 www.cmeengineering.com ummmAw 12,N•) wu. —____ e.r Wuvum ——� _ v[xn TMSErmcEACtNcv -w; 1000 Oe,aeT w " a 1,Mc1 f y ={ 0,2680 F 10A e6,e.i�w_ ,eA(el m a lyd� 61 ry^o f \ / MATCH EE11c 11 oOT UNE_ --__--_— Wine U2 WIT FOR PCL NO 2 AVE GEE SEC NO. e u J1 \ 11- °7 x 'fie �9 s •°> aiO ti�I l z� - 75W(C) iz m.t3O1 9 tc1 �, A e 121100 31 " 39A 32N R ° y' µ 44Nq12 o„ o a`s Oz 2a.Oa] r /J M�Uu a e 13. 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Ot s r ^_ w, ff t it p. ..�' �. � � � t �..•. v, F , c r „ k r° . n �A a • x - ��: � ,S k F d� ..�-^'^ '�t i �t i$•^ a.f'�Jf, R 1 S �f x ) R 3 moi' vM rl S-k f , r .ter •-�.r .. �, s z ty, rn k 46, tit r� 'Ik' }dl' " .,.x.k• "�1�` "+1�'F7�"''' + lk '7�i:..1 -„`-'" T'SF^ '.:' !',dC FA'r�^' � $' - .w -n e r. w '' .0 xt uF "' S� ':§`� �. '�y. r a�f •,i, x t,� �k4� �Ip '� �^Y .sUn k'�"�. T4' k v d, yid �� ✓.a, :,-. --. G ".' - * � F " ..,�', .��;,.. � I�,��,y III I�Mu�� :.;�� �«^^,aro.w�+'•++"' w"�"''°'` * � lyl■yR A Al"Valfidm& r� wAl s I ac I ` METAL POSTSRAMP R / MAP REFERENCES J / 1. SLOPE STABILIZATION PLAN PREPARED FOR WILLIAM D. REED LOTS 48 & • ' �� / P PROPOSED TOE OF REVETMENT HARBOR 49-THE PENINSULA FISHERS ISLAND, NEW YORK, SCALE AS NOTED, DATED: u a� C - AFTER CONSTRUCTION JUNE 10, 2013, PREPARED BY CME ASSOCIATES ENGINEERING, LAND •i o 4X4 POSTS ' \ SURVEYING & ARCHITECTURE, PLLC. i, cc) o 0 REMOVE OLD CRIB / r- (TYP.)� MATERIAL %'\ ( rte+ °' (D H APPARENT HIGH 2. FIRM-FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, NEW YORK(ALL \ V 1- U TOE OF SLOPE i 1 ILI •� i_- WATER/ LINE (AHWL) JURISDICTIONS) COMMUNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANEL 19 ,� v PROPOSED /G ELEV.=3.3 / (10-25-2016) OF 1026 MAP NUMBER 36103C0019H REVISED SEPTEMBER 25, 2009. �� I l } NEW DOCK-70' LONG X END OF REVETMENT CONSTRUCTION- W -� E o cz \ i CL _ °�' Cj 4' WIDE FIXED DOCK, ,.I< / MATCH INTO STONES ON ABUTTING l `AI 20' DAMP W/RAILS & o / 2 PROPERTY NOTES / W Q o c E 8' X 12' FLOAT- w 3 SEE PLANS FOR DOCK / 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED _ Q dS a� I_I PROPOSED TOP OF REVETMENT - z r / / HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO \ � :I j w REMAINS OF DAMAGED / ,-,' G�P`'� �/ ; ,' �� i- r AT EXISTING TOP OF BANK BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE + I / ' V N w WOODEN DOCK V �/ '� a> N �a /I\, '0 // �F•, �/' ,% / / ,// PROVIDE 2' WIDE ENGAGEMENT. O '. SECTION 2 • /�/ BUFFER STRIP. \ V Q (n E I_I a , Q �� ` ' t .�i % PLANT WITH WOODY 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, SITE I (n ° `� N / I i/ SHRUB VEGETATION UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO Q i N w 00 ROCK JETTY / _ a REMOVE OLD DOCK, O ( ALTER AN ITEM IN ANY WAY. \ / c`' 00 PILES AND COASTAL SEED MIX W M o 00 > , ; � I AND METAL POSTS i ;% �r I 1=i 1 / PROVIDE NEW STEPS 1�% ri l` / ;' r' - 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S TREE PILES COASTAL EROSION 1 / (TYP.) ,I ;, S �� j �' %` HAZARD UNE SHEET SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF (� 47-Fl OF 49 THE LAND SURVEYOR. I_I / REMVE / \- TOP OF BANX"- WOOODEN \ 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC \ J / DE j / �?�' �`! ,� ! j�'% (10-25-2016) N�F SURVEY TRIANGULATION STATION "PROS" - / \ KINLIN sG PROPOSED ARMOR LAYER RIPRAP REVETMENT = ✓ '\ / % /' / _J 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, O - , , DECK �, BENCH MARK- SECTION 10 BLOCK 3 LOT 11. / LU (SEE TYPICAL SECTION) �. �'�_��♦ / / ELEV.=7.8f BLOCK / / / IRON ROD- ' ' ELEV. =10.97 i STEPS 6. TOTAL AREA = 0.45t ACRES. % GAPS so :owl /V f %,! /'� ' l !/ 7. SITE IS LOCATED IN ZONING DISTRICT R-40. ) g Q / ✓ ,'' ;l ,l `!i l tK rj ,,',.i � / -12�\\ ��o�, �� 8. BASE FOR LEVELS- MLW LOCATION MAP SCALE 1 "=400' O 12• CF WOVEN WIRE FENCE (MIN. 14 SECTION \ x GAUGE W/ MAX. 6" MESH LOCUST o J/ / `O/ /' SPACING) PROVIDE A CONTINUOUS LINE >' ♦ ',✓ '6 ' / 15 � SILT FENCE _ OF 'SILT FENCE. MAINTAIN �; jsj ; CLUM 10_� �" _ 1p' Mqx 36" MIN. LENGTH FENCE '� i THROUGHOUT CONSTRUCTION /' /; HE Y ) O CENTER `L S ( R TOC POSTS DRIVEN MIN. 16" FJ (SEE DETAIL) / p� ,� WOVEN WIRE FENCE (MIN. 14 ♦ � ,� 4 , � CONC. PAD i'' %�G: / y j _ G/ �/ APPROXIMATE LIMITS ENTER INTO GROUND ,u ♦ REMOVE r _ _ OF FLOOD ZONE VE _ I t F i/: / ` /a��'- F, - h 1/2 GAUGE W/ MAX. 6" MESH+ . }�MITS OF S ;/� ., ''j' TREE _ PER MAP REFERENCE No.2 l ♦ - - - SPACING WITH FILTER CLOTH Z _ ���- bey TIpAL/V`ETLANDS� i ♦ T y ) r \ __ ) I �, 36" MIN. FENCE POST o � - ♦�' UNDISTURBED �` ✓ I' SANDY BEACH /t ! / i� ) ) 2L - FLOW-� I GROUND / '00, ' < / /- �F S S HEIGHT OF / '� //� / h. �/ I/ SHAD l ) / !y9 ? L �3� COMPACTED SOIL71 j FILTER - 16" MIN. LOCUST Y /- �� -1 6- �B?. �O• EMBED FILTER CLOTH �o o - F A MIN. OF 6" IN GROUND PROTECT EXISTING ` � y� � ' EMBED FILTER APPARENT HIGH = EG 2 , 7 4" WATER LINE (AHWL) /' \ r , / ss SHAD DURING /-;- 0 ��8 - 12" CLOTH A MIN. OF CONSTRUCTION L�' } �5 �` O TREE _ oya 6" IN GROUND ELEV.=3.3 _ ` �).' ,� �; I. � �� QUAD SECTION VIEW PERSPECTIVE VIEW L / �` EXISTING � , I/ CEDAR Z RESIDENCE TOP OF BANK (10-25-2016) 00 ` I CHR_RYj u \ ' / \ _- .__ CEDAR CONSTRUCTION SPECIFICATIONS Z �- All , 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE -- 5 MJ, - METAL FENCE / 6 IES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR (n TOE OF SLOPE -4:- C CHERRY / '> O �- �r . yr ;= Li 18 ( �, ��O >�' i �,,.� (�)O ( MAPLE HARDWOOD. W � 12 Z LOCUST 0 �' 1)) I T,• ,-�a:L,(( l CHERRY (10-25-2016) C:(% G' i1 ( ? 20 `req l r, �� (l !. �.- �I� IB" 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES Y r 1 12 , - 1) CEDAR PACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, O BEGIN REVETMENT MAXIMUM MESH OPENING. O Q O CONSTRUCTION. 11E INTO O 1, )l 9 \'' 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE O EXISTING REVETMENT C STEPS s TREE �. _ ^ i �� � OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER LTJ / r'LTER X, MIRAfI 100X, STABILfJKA 1140N, OR APPROVED EQUIVALENT. Z L� Z �/ ( ` 18" J�� t / 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED D C) `' EQUIVALENT. PROPOSED TOP OF REVETMENT APPROXIMATE LIMITS / )__� TREE Z Zg AT EXISTING TOP OF BANK OF FLOOD ZONE VE �(� 16 //„�� 5 z O �� / / 1 �L�__� � _1 V 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN Q z PER MAP REFERENCE No.2^^1 �� / �`� r - \ �- "BULGES" DEVELOP IN THE SILT FENCE. a_ Q w V) Lij �' (n O '�� T �`' TREE ,( r�`j9r,�J1� 0 p�j � TREE S� 'f- Ld 14" �rrS r � �� a 10' / LLJ _ �, f � CHERRY i \ V) 1-1011 ° \ �� / (n �. `r _ / / LEGEND 30" � � i � Lu ���--�- ,� -� t�tom- �-�;,��:'; � ��� PROPERTY LINE OAK / �p r.11! nO - - till \ �',' I ( ) 38 / Q- CONCRETE LINE O COVER MAPLE LLI / CONCRETE / \ �' EDGE OF GRAVEL ------------------- i �/ 11-'I / PAD \ \�_ LAMP \ / / m O EXISTING CONTOUR - -- 8 - - \ - / / \ POST / m FENCE �� _ _ / l (` `�� \✓ / m NOW OR FORMERLY N/F UTILITY POLE ` �S�, BOUNDARY POINT j VEl / `APPROVED BYNIF ARMOR LAYER j BOARD OF TRUSTEES CONCH OUT �L C __ �-��� = P / iDl Uj _. -__.,.._>� r= 7 LESS THAN ;, WEIGHT DIMENSION TOWN OF SOUTHO� f o Q / 3(1� i cn o 0 - ( )�_ (� I "a,4Y - 9 217 I BY WEIGHT_ ��_ LBS FT. =' � -� / }I �.� ! Z a a 0 (MIN.) ii 390 1.33 -- DATE ' t,� ��j ;?.0 / \\ ��\ � 0 voi o 15 1250 1.97 �� / w 1150 3130 2.67 Souti;,ltl Tc n V) V) 85 6140 3.34 ,`' j \ p. / o 100 (MAX.) 12520 I 4.23 ` � ( f R ° - o EXISTING _ v / > a RESIDENCE / w --22-- �� p �� o LJ APPLICANT: TOP OF BANK 10--25-2016) BETTY EDWARDS JOHNSON z 14 i 14 14 TOP OF BANK 14 7503 OLD BRIDGE COURT ARMOR LAYER RIPRAP REVETMENT ARMOR LAYER RIPRAP REVETMENT 2.5 f i r / SUGARLAND, TX 77479 4' MIN. DIA. ROCK AT TOE 4' MIN. DIA. ROCK AT TOE (10-25-2016) 12 �� `V 12 - --- -- -- - - - - -- - -- -- I"-] t_-- --.._.... ------ ------- 12 12 ---- ---- --- - ----- ----- - -------- -- - -- ------------ - - -- - - -- -- POLE rp // 832-265-0891 TOE OF SLOPE '1 -�- APPARENT HIGH WATER LINE TOE OF SLOPE , #469 p / n a a a PROVIDE SILT FENCE (10-25-2016) - ---� ---- - -- --- -PROVIDE SILT FENCE - -(10-25-2016). _ 2.5'f 10 -- -- - - _ - --- ---- ----- 10 10 -- - �- - - i- ---2---- /- 10 r�GF, / zo 1 PROVIDE LOAM IN DISTURBED I r�-1.0't r�,0 // Q c„ TIDAL GRASS APPARENT HIGH WATER LINE--\I AREAS. PLANT WITH TIDAL GRASS SANDY BEACH I 1 j r' 0 g - - - -- - - - - -- - - - - ---(WOODY SHRUB-VEGETATION- 8 8 _----- ------------- - - -, - - - - - --- -- -- -- ---- --? - ------ ---- --- - - _.._. . _. . - - 8 GENERAL NOTES: ro = cc AND COASTAL SEED MIX ( I CO cn v SANDY BEACH j J P 1.) GEOTEXTILE FABRIC TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS m -- - - - - - - -- - - - -- -- - ----- ---� -----VOIDS _.._..__ --------- - ----- -- --- - - - ..__.._..- - - ----- ----- --- ------ ----- - -- - - - - -AREAS-PLANT T WITH DISTURBED.. 6 6 -- - :; WON 6 RECOMMENDATIONS. MAINTAIN A MINIMUM OF 12 INCH OVERLAP AT ADJACENT o w 6 FILL VOIDS WOODY SHRUB VEGETATION IN SLOPE AS SECTIONS. GEOTEXTILE FABRIC IS TO BE PROPERLY ANCHORED AS TO PREVENT o J EXISTING ___ ._.._. _. NECESSARY_ _____. .- __ _____-__-__- _ __.__ ___ ____.__ ______-_-__ ____ _._ ___ __ _ .____ _.__..____________._. _ .._. ____._. _. 4 RIPPING OR TEARING DURING INSTALLATION OF OVERBURDEN MATERIAL. Z - - -- -- -V± -- - - --- - -- --- - -- - - - -- -- ! i A w o z z o ND COASTAL SEED MIX 4 GRADE j 4 4 EXISTING N o o 0 Q w CD CD w 1'f HA FREE FROM ORGANIC DEBRIS, d: li +l GRADE __ (\ 1,' 1 2 ) Am m o o v v L 2 _ -- - --- - ---- - -- - - -- - - - - - -- 2 2 -- -_- -- - -- - - - - -- - - - - 2 FROM RSEVERE OCRACKS,LSEAMS AND OTHER DEFECTS TATWOURDBINCREASE H- FILL VOIDS I PROVIDE 3 DIA. CRUSHED IN SLOPE AS DETERIORATION FROM THE ENVIRONMENT OR CAUSE BREAKING DURING HANDLING DATE: 11 /0,3/2016 STONE FILTER LAYER ;1 f AND PLACEMENT. p 0 0 -- _-_ __-__------ -_-.�-- --- - --- - - -- - - - -- - - - - - - -- NECESSARY - 0 PROVIDE MIRAFI FW-700 GEOTEXTILE 1'f PROVIDE MIRAFI FW-700 GEOTEXTILE G PROVIDE 3" OTA: CRUSHED 3.) FILTER STONE SHALL BE 3 INCH DIAMETER NOMINAL SIZE UNLESS 10 5 0 10 SCALE: 1 " = 10' FILTER FABRIC OR EQUIVALENT(TYP.) FILTER FABRIC OR EQUIVALENT(TYP.' STONE FILTER LAYER OTHERWISE NOTED AND FREE OF ORGANIC DEBRIS. GRAPHIC SCALE IN FEET -2 -2 -2 -2 co �° `�' 00 00 00 N r- rn ^ 4.) STONES SHALL BE PLACED IN SUCH MANNER AS TO CREATE A EVENLY PROJECT: #2016822 cv Ni ui ^' o N cd GRADED MASS WITHOUT CAUSING DISPLACEMENT OF THE UNDERLYING MATERIALS. QUALITY CONTROL CERTIFICATION THE FINISHED SURFACE SHOULD BE FREE OF POCKETS OF SMALLER STONES GROUP REVIEWED DATE 0+50 SECTION 1 0+00 0+50 SECTION 2 0+00 AND CLUSTERS OF LARGE STONES. PROJECT MANAGER SURVEY SHEET HORIZONTAL AND VERTICAL 5.) ALL DISTURBED GRASS AREAS OUTSIDE OF RIPRAP REVETMENT TO BE ENVIRONMENTAL LOAMED AND SEEDED. 1 OF -\ 5 2.5 0 5 CIVIL GRAPHIC SCALE IN FEET 6.) PROTECT BEACH GRASS DURING CONSTRUCTION. STRUCTURAL ARCHITECTURAL