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HomeMy WebLinkAbout1000-111.-13-6 . DCS - [1 V IN Town of Southold AMENDED APPLICATION - 11 AUG 1 0.2015 LWRP CONSISTENCY ASSESSMENT FORM r - - Southold Town A. INSTRUCTIONS Planning Board L, 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 usedby aTow�-of Southold agency in making a determination of consiste-,--''`'-' _ 4,- 1Building Permits and other ministerial permits not loc 0 n 2j )9) 11 IArciri Beard 7 I e� /!re v' Se� iew the exempt 2, Before answering the questions in ISS minor action list, policies and expl - rev`� clear u/, t Southold Local Waterfront Revitalization Program. C e S erg p-k0n , nS — i itstsignificant �beiieficia tindl{hdueitdi'effrcfs upon--- 0� ,j`,(Ay V r d `caiIwlt-,; • i can_ iS 1106-3 eoM p 3;, If any question in Section C on this &f f r4./A ,5 a S cue ` sed action will 'affect the achievement of the L : 1 us ��ona(S7rIxJV eS the consistency review law. Tlifis;eachs'aiisvrer.nit, mere 0 rki `t Irting'arida non•: supporting facts. If an action cannot oat b u 'y standards and conditions,it shall not be undertaken.i , \ A copy of the LWRP is available in tl hold's website (southoldtown.northfork.net) _ ___ 1oartment, all , local libraries and the Town Clerk's o___., ------ : � $ B. , 'DESCRIPTION OF SITE AND PROPOSED ACTION f". _ f _ SCTIVI#_____11113 = SUM/ 2015 . 1 6 ; PROJECT NAME . ,ELLEN F. EMERY _ • - - ,. 444,,A\ The Application has been submitted to (check appropriate response): Town Board ElPlanning Board Building Dept. Fl Board of Trustees �' " 1. Category of Town of.Southold agency action(check appropriateresponse): 6 t tr, (a) Action undertaken directly by Town agency(e.g.capital L. v j construction,planning activity,agency regulation,land transaction) ID ,, � - (b) Financial assistance(e.g. grant,loan,subsidy) f/Lrk CL (c) Permit,approval,license,certification: Nature and extent of action: ' ..(SEE ATTACHED_ADDENDUM_FOR DESCRIPTION_OF PROPOSED ACTIO.Iy'� - Page la) _ . AMENDED APPLICATION ADDENDUM TO LWRP CONSISTENCY ASSESSMENT FORM DESCRIPTION OF PROPOSED ACTION FOR ELLEN F. EMERY (TRUSTEE) 5925 NASSAU POINT ROAD, CUTCHOGUE, NY SCTM #1000-111-13-6 Permit for: As-built 100 ' timber pile vinyl sheet pile wall bulkhead; as-built 80 ' timber pile tongue-and-groove retaining wall with two 8 ' returns located ±25' landward of bulkhead (buried) ; as- built 80' mid-bluff timber pile tongue-and-groove retaining wall with two 8 ' returns located ±55' landward of bulkhead; as-built 85' timber pile vinyl sheet retaining wall with a 12 ' return and a 25' return located 7 ' to ±10' landward from top of bluff; as-built stairs from top of bluff to beach consisting of a 4 'x7 ' access platform leading to a 4'x28 ' set of stairs with associated 75 sq. ft. landing to a 4 'x7 ' set of stairs with associated 95 sq. ft. landing to a 4'x17 ' set of stairs leading to a 4'x13' walkway with a 4'x10 ' set of stairs to the beach; as-built 1, 800± cubic yards clean fill spread evenly between retaining walls to replace lost bluff material with placement on top thereof a erosion control jute matting with plantings of American Beach and environmental grasses; as-built drainage system to direct roof rain arid surface water away from the house foundation and upland retaining wall by providing a drainage swale with a 6-inch perforated pipe to drywells in the front-yard area; To prevent further erosion at the top of the bluff on the northerly property line, a Permit to: extend the mid-bluff' timber tongue-and-groove retaining wall 14 ' to the northerly property line; extend the vinyl sheet pile retaining wall landward from the top of the bluff 12 ' to the northerly property line; construct along the northerly property line a 6'x6' timber pile and lagged step down binwall with 8-inch pile posts 10 ' long; remove small overhanging lip of vegetation at top of bluff to establish natural angle of repose; clear brush from the top of the slope; add 20± cubic yards of clean sand, regrade as necessary; , place woven Geotextile on regraded area, and plant with beach grass and other environmental grasses;' and related minor steps to complete project and restore landscaping; To prevent erosion at the top of the bluff at the southerly property line, a Permit to: extend retaining wall approximately 8 ' to the property line; increase height of retaining wall by 18 inches; reinforce with helical anchors; repair existing timber bulkhead wall at bottom by replacing damaged walers; clear brush; add 10± cubic yards of clean sand, regrade as necessary; place woven Geotextile on regraded area and plant with beach grass and other environmental grasses, and related minor steps to complete project and restore landscaping. 1-a f Location of action: 5925 Nassau Point Road, Cutchogue, NY Site-46040.7,.__ _-_ _ 30,379 square feet - .6974 acre Present land use: One-family dwelling . Present zoning-classification: R-40 Residential Low-Density 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: Ellen F. Emery (Trustee of the Ellen F. Emery 1999 Revocable Trust) (b) Mailing address: 121 Somerset Avenue, Garden City, NY 11530 (c) Telephone_number,:AreaCgde,(- )._.(516),___ 467:4PP _ .��_ �-� � __�— _ (d) Application number,if any :. _ _M. Will the action be directly.ondertalken,require finding;,or approval bya state or federal agency? Yes __., . No;. x 1I If yes,which.state.or federal agency? C. Evaluate the project to the.following poolicies 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 LW'RP Section III—Policies Page 2 for evaluation criteria. Yes E No Not Applicable Su.erstorm_Sand R destroyed the_existing_bulkhead,L retaining wall rand stairs from the top of the bluff to the beach; also eroded large portions of the bluff on the subject property into Peconic Bay: --The—res orat`iori_XQr-k ori-t e u u`rt `ers an.' a.ccomp-- is the-objectives of Policy 1. It dties `so by:preventing uttree erosion O- tT'fe-b -uff" b- l'and .(SEE_ _ TTACH D, ADDENDUM -.POLICY�I ) -- _ _: _ 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 Z w AMENDED APPLICATION ADDENDUM LWRP CONSISTENCY ASSESSMENT FORM FOR ELLEN F. EMERY (TRUSTEE) 5925 NASSAU POINT ROAD, CUTCHOGUE, NY SCTM #1000-111-13-6 Policy 1, continued: materials onto the beach and the waters of Peconic Bay. After the completion of the restoration work, it will allow beneficial use of the waterfront portion of the owner's property. Specifically, the destroyed bulkhead has been replaced as well as retaining walls constructed to fortify the bluff; clean fill has been uniformly placed on the bluff, graded, stabilized, beach grass and other environmental plantings have been planted; stairs have been constructed for safe access from the top of the bluff to the beach. All restoration work was focused on rebuilding the bluff to prevent future erosion and to protect the residents on the property. Further, the mitigation efforts will prevent the bluff soil from eroding onto the beach along Peconic Bay, thereby making efficient use of the infrastructure and the beneficial use of this coastal location. Policy 6, continued: The swale in the back yard area will help prevent surface water from reaching the bluff. Establishment of the beach and other grasses on the bluff will not only provide protection from erosion but will enhance the natural look of the bluff. 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 E. Yes 13 No n Not Applicable The restoration work will minimize:-b-l-u eros.ion• -and--the .lantin. and-maintenance-of beach grass and other environmentar gasses on tom bluffwill presemt anatural look and further the objective sof Policy 3 by enhancing the scenic quality of the landscape of_this property the alon g .-. __s-ior_el_i:ne of._Peconic B_aY v-. -------- ----- _ Attach additional sheets ff necessary — Y __"� 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 1---4r Yes No Not Applicable The restoration and rebuilding of the bluff and the plantings of beach grass will further Policy 4 by preventing-- e-rasi-cal=as-we-l- as:the...ins:ta.11ation,..of_-the. drainage:.-sy,s.tem-,wit11._direct surface _water,.and.-x Qof runoff_a _from_ the_bluff _channeling_it_ into _dry_saells in the _front yard, all of which mitigates:any-...erosion and contributes to the natural look of the bluff in _this. area. .. -- � Aftacfi adihonal 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 0 No DNot Applicable _ The r et_ozation of__the bluff__and the. implementation of the drainage plan are consistent with Policy 5... ,,,.,The_ andscap�ng in the back rd�wil1,haye surface_water flow. in..to _a_swale,- which has_lzgen_ ipedTtoz,a drywell ir%t'he i--nt._ard afea. Tie. -drxwells will' also' collect the roof- runoff. Together these measures will rech. •. . . .nd mi ilat- the `adverse effects of the surface_water reachin _ tt e to of t Attach ad-ditiorialsheetsifnecessary- _ - - -__.--_ _ ;vim • 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. Policy 6, continued: Yes No Not Ai.r,Licable Consistent_with__Policy_6_,=theprojeca_design.And restoration of .the bluff and the incorporated mitigation_of diverting tile= surface water will resultin_improvement=`ih_t_he= environmental conditions of the property and thus serve to protect and restore the quality ani,-func•ti-an-»-n,£ the- surrounding-e-cosyst_emaa..--the-_dra nage-::.system,___the=-,larndseaging,plan..---and the restoration of the bluff will minimize erosion from storms and water f. runof _-_fihe installer_ ,_dr. well-s_in. the_front : ard__arsa will . .recap_tur:e-,_and_lrep.harge- all o-f the roof and storm runoff, AD.- 11E- - - - - _. -_- Attach additional sheets iinecessa y Policy 7. Protect,and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. 0 Yes l ;t No, -x j Not Applicable 7717-77 - Attach additional sheets-1f necessary Policy 8. Minimize environmental degradation in Town of&.outhold from solid waste and hazardous substances and wastes. See LWRP Section Ea—,Politic.Pages 34 through 38 for evaluation criteria. Li Yes 0 No 111 Not Applicable PUBLIC COAST POLICIES h 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. a - • T-1 Yell] No LI Not Applicable } Although the shoreline in this area along Peconic Bay- has limited public access, installing 3- .. __. `:"-- - ....= __• .-'1:.-..-z.-., <�._ - -_� —_ _..__.- -__ `-_ --_ --=tea•_—,.......__ - .- w.��..,«.—_ _ _ v the steps to the beach parallel to the bulkhead will reduce the area footprint's-o—that pesle tr ans_walking along the shorerine wilrnot have to go__in .1 the water to pass the stairwell_at_narmal high t deaT� isaai11 ass-is.t- in_facilit-atin g=the._passive recreational use of walking along _the shoreline., -Attach additional sheets ifne eessary K WORKING COAST POLICIh6 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 f No X 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. IT Yes 0? No 11 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. ' CI Yes !U, No R 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. ,0 Yes ;Q No Q Not Applicable ` PREPARED BY. _ Richard F. _Lark TITLE Attorney DATE 6/26/2015 G K LARK& FOLTS Attorneys at Law 28785 MAIN ROAD PO BOX 973 CUTCHOGUE,NEW YORK 11935 Tele.No. (631)734-6807 RICHARD F.LARK Fax No. (631)734-5651 MARY LOU FOLTS _ E-mail: LarkandFolts@aol.com June 26, 2015 Southold Board of Town Trustees 54375 Main Road JUN 3 0 2015 P.O. Box 1179 Southold, NY 11971-0959 - RE: Amended Application of Ellen F. Emer - - (Trustee of the Ellen F. Emery 1999 Revocable Trust) SCTM #1000-111. 00-13 . 00-006. 000 Gentlemen: Please find enclosed: 1. Copy of the January 17, Application of Ellen F. Emery (Trustee) to the Board of Trustees dated January 17, 2014, for which hearings were held on February 19, 2014, and March 19, 2014, and postponed by the Board of Trustees without a date. 2. Original and three (3) copies: A. Amended Application of Ellen F. Emery (Trustee) , dated June 26, 2015, requesting an amendment to the January 17, 2014 Application, Pages 1 to 5 . B. Statement of Ellen F. Emery with Exhibits #1 to #12. C. Plan of "Proposed Additional Stabilization Existing Retaining Wall" prepared by Daniel Seligmann, P.E. - Drawing #201 dated 6-15-15. D. Plan of "Proposed Retaining Wall Details" prepared by Daniel Seligmann, P.E. - Drawing #202 dated 6-15-15 . E. Drainage Plan "As Built" prepared by Daniel Seligmann, P.E. 6-15-15 - DP-1. F. Survey prepared by John C. Ehlers, L. S . 4-25-2014 . G. Short Environmental Assessment Form. Southold Board of Town Trustees -2- June 26, 2015 RE: Amended Application of Ellen F. Emery (Trust) H. 30-Year Maintenance Agreement - Erosion Protection. Structures Chapter 111-15 of the Southold Town Code. I . Agent Authorization Form. J. Transactional Disclosure Forms of: Ellen F. Emery, Richard F. Lark and Mary Lou Folts . K. LWRP Consistency Assessment dated June 26, 2015, Pages 1 to 6. 3. Application fee for Amended Application - Lark & Folts, Esqs . check in the amount of $100 . 00 . If you need any other information, do not hesitate to contact me. Very truly yours, Richard F. Lark Enclosures r - OFFICE LOCATION: .7, 4 . MAILING ADDRESS: Town Hall Annex P.O. Box 1179 411 54375 State Route 25 Southold, NY 11971 c� , F (cor. Main Rd. &Youngs Ave.) G ' • @ �� NY 11971 D �� Telephone: 631 765-1938 Southold, , Fax: 631765-3136 COUNTCV • LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM n FEB 1 8 2014 To: John Bredemeyer, President Town of Southold Board of Trustees - $i}u1Ctohii • From: Mark Terry, Principal Planner ,fr LWRP Coordinator Date: February 18, 2014 Re: Local Waterfront Revitalization Program Coastal Consistency Review for ELLEN F. EMERY 1999 REVOCABLE TRUST SCTM# 1000-111-13-6. Lark & Folts, Esqs. on behalf of ELLEN F. EMERY 1999 REVOCABLE TRUST requests a Wetland Permit for the as-built 100' timber pile vinyl sheet bulkhead; as-built 80' timber pile tongue-and-groove sheet retaining wall with two 8' returns located ±25' landward of bulkhead; as-built 80' mid-bluff timber pile tongue-and-groove sheet retaining wall with two 8' returns located ±55' landward of bulkhead; as- built 85' timber pile vinyl sheet retaining wall with a 12' return and a 25' return located ±10' landward from top of bluff; as-built bluff stairs from top of bluff to beach consisting of a 4'x7' access platform leading to a 4'x28' set of stairs with associated 75sq.ft. platform to a 4'x7' set of stairs with associated 95sq.ft. platform to a 4'x17' set of stairs leading to a 4'x13' walkway with a 4'x10' set of stairs to beach parallel to bulkhead, supported by 8" timber pile posts and composite materials on stair treads and decking; as-built 1,800 cubic yards clean fill spread evenly between retaining walls to replace lost bluff material with placement of erosion control jute matting on bluff; for a proposed rear-yard drainage system to direct roof rain and surface water away from house foundation and upland retaining wall by providing a drainage swale with 4" PVC pipe to a drywell in the front yard area; and for a proposed 200sq.ft. deck of composite decking supported by 6"x6" posts located 10' landward from top of bluff. Located: 5925 Nassau Point Road, Cutchogue. SCTM# 111-13-6 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 as-built structures are INCONSISTENT with the LWRP Policies 6.3 (below) and therefore, INCONSISTENT with the LWRP. 6.3 Protect and restore tidal and freshwater wetlands. - t • 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. The actions do not comply with Wetland Permits issued. • 1. The bluff stair does not conform to permitted specifications (7706, 7652 and 8222) The 95 square foot stair landing stair was not included in approvals. Wetland Permit 8222 allows the installation of a 10x10 observation platform at the mid-bluff retaining wall. It looks like the 75 square foot platform would comply with this condition. 2. The as built retaining walls do not conform to permitted specifications (8222). 3. The as built bulkhead does not conform to permitted specifications (8049). 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 T. --- — u \__..,�..,._„ ._ ... -_ _.�_---La .a 7,.a._..J'e>'c-a, .1. .: _. .._w> ;- _ ...._,.�... ,....u, F-, -., .-....a_:... <.._.. ._.-. _..,. w.. - --.:._ _._ ..a-.L.. %�° 831. (\t\---41° � a ^L '. 7- - fi 050191 § ,18.1124.8f me t8 ;;- `3P«•$ "' 11 — 09-02 98 11 2460 J :: °. 0: . ° 3s Wel '417 14,e ® Ma HADFl1 ° x. '• 1- -#•:\ • , 0o- • 1411000 t�ctlsa3 11 4411,400;4; �x271 1241-02 022009 , O ,, .., . .. 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NOTICE •' COUNTY OF SUFFOLK �0. 104 e�.�uu. —... .............0.10 (21-) m.er O r.m.0 --erg-- .wo.xu --•-- 0. e © E.{.V ' ,rnwn sown-tote _ SECTION NO 88888 "'mak*°"^^0^ «� o`.Rea!Property Tax Service Agency r J" ..ii ........ _ - m. . u _-_ m.... ---- .....m"u— -- F CwMyGnurNleemmaU,NY11Po1 N, NW.OF 111 D r..... n u�•w f,H=1 �u ----- - — •— ...�mwu— •'r-- ..cxax ,.rrtrrte ,¢uaemtRn,maeE.XEHvcv ,• •, m xe laslmc,NO 1000 A e�m.0 — — I p 3 n PROPERTY MAP 2%n• , P • jl .r,1 tea;. w,54-1,40 tYar• } .� y_ _ .,R.Y•�> _ '674- EXHIBIT 1-A. 6/19/15 s $ r s�` y fir 3 '' •,, ' e w �� m � s� x- § y«. �..ffi .,.. d%'. gymu` . ,,...�Y ie.-% isms C J r a 4'• . �@ wwu�v : s r. ...ree�-r .r. .nmaena --. �y. ...; — .m -.£ � � _ , .. .� — -d_P$' �.��n:', .,n<;. -. EXHIBIT 1—B 6/19/15 • • gialgr . XMar Cr �y a _�"��•`• ... F.e&." 83�`�� 5 £ .,; �Tv�E � t+�.b °"F.e@� r�":4w'-.x. EXHIBIT i'-C 6/19/15 Lastly, maintaining dense vegetative cover after ensuring function of the retaining walls at top and toe of the bluff are critically important to reducing erosion and risking bluff failure. Accordingly, any gaps in vegetation should be seeded and planted with all recommended species except beach grass (too late in season) before June 1st. In addition, regular vegetation monitoring should occur indefinitely,with revegetation occurring immediately(as the season permits). Please feel free to contact me with any questions regarding the finding and recommendations associated with this report at (631)852-3289. Sincerely: 1)it/ • , r if Polly L.Weigand Overhanging Lip of Vegetation x r es It V ii le .440 -F r r. 1 `t , - it 0 0 x ir s Undermining of retaining wall Erosion on southern property boundary t d ti om` . y:', ��' , F �2-, ll t - r iiiik ♦..=` Northern property boundary erosion , r A ` a a 9a Gap in fence creating a deer travel corridor . 1 " v + fi�r� XX { f4? . * r rT '' / , " F r ' 4 • •. . ' b§" s ;1�,_.�$ � '' . .,� Let f'r•"yam,.. \ /s• 1 6 . } . . " ��_ - y Ilk .._„...:''.-7..: rte ::: ..:::,- :...4:-. ' i S 11e ; ( a" 1\ a -,•rk4 ' tiR Top of Bluff ♦.A A 1 fir. t S rp „A iii(„iiik, ,, ..„,„!.• 4 , P J � Sifr -i R' *rte is s„ Y tt f` Bluff Face Toe of Bluff 1 its., � ` I A 1, 0: ,. '.1:: , f 41 v 1 filiii1111°S -.4( . . * ' i , , 4 ilt 1it i II� F r!, b Z '0N OlOud &; 9 i ,r - �, a ' f ', � t z: T 8 N I '°N°/°4d g & a3 bls '''''';''''.1'-''''1. y°i„. .• re g f Y l a�� �h9 j 0v .- i/t.!!--'1,:';',",::�� ' i ��sam { A� j y `„-'( -•,- 1- ,; ,. - - ,,, :.hI,%'', ';'..f 4, iliii ': fi,,,,•,''' 't '. • ,• 4 41 ... ,, , 16 It. 4 , . ,,,,,'"X a , „,i, 4 .17:77-`- 4, ..,,, , - t• *'11-4,, ' 41, it,*' 4'6' - '''C ---,ue---* - 4 -**•."4 , ,s1tok:., ft* **,,,,,. . ,,,<zs,.. ,,,,, ,„ ,..,„ • .- , * *"',,,,, *ct*,' .*- -I, - * ' .' ,.4to..-it4f.1*'• 1,i,, * Photo No. 3 ,,,, ,, ,,,,..,1z,,,., ,*'')• * *4* teLt,t :,... * 1, •0 IPRIti," , . .. .-. :: , ,, i-- -.,,lw k, ,- -- , ,,,,..,,j,k,., ,,,,,,,,•-'.4iiiii,,, 4 •, 1 k k 44,t'..04# Va."'''rWil Of 7', ' Age t 4.1•:'' - '''F's,;• -'''N ";.* -k. 4, ) ' 0 ' .1''''' ilLo°,4• Photo No.4 5 Photo No. S .1334, Ak 1,3 6. 21 µ Photo No. 5 a ID6 -1 ' ___ ... , ___ , ---- -- ________– - , Notes: , ,.,..._ - ..- All work done in accOrdarice with all applicable state and Prowls ptte and!aimed ------ ..---- \ \ local codes. timwall steppod down the m_.....- . „,-- 7 slope and plaoefill 35 11-1‘ ' : Drawings based on Surveys provided by John C. Ehlers .-- necessary maintam 3:4 ._---- dated 05-1 4-20 1 3,Drawing dated 1 2-1 2-201 3 Clear bnish from top of __.— _____ *1 i stope minimum _--,,,-- : and site visits February 28 and April 4,2015. *lope and relrade,, trait '' i I I( '. - ----___,...-'11 14-5 ._ . . and place fit1 ae.,' .-ict-45s.ary -..IV ' -,;? Materials: 1 S- 14' 1 A 0 I, \ Timber piles- ASTM Class 13 2.5 CCA Treatment Structural Timber - SYF Marine Grade 2.5 CCA Treatment 1(.:\ , t 1-- Te i bolts, rods etc. ASTM 307 '..",-) *i f , • ...., to 1 t IL ... , , ,,, . Hardware - All hardware hot dipped galvanized ...------ ti. ei k ) 'NI S 5 2 1 ---- ', ' - .i... •,- r 6. V- . Vinyl Sheeting - Shoreguard 425 and G50 by CIO . ..p.,---_-,,,, 1 s 1: _ ---- . 41 II*- • _.---- •,,, Woven Geotextile - Granite Environmental 4.1 oz Woven 1 . „ _=.A.) •_.> • ,--) it t.4 - , cli ________.„--...n .-5,,,_ . \ii\'‘ • -1 ease drawing from "as built retaining wall& Dated 12-i 2-1 ..... --•-=----r \k \ . Revised 1-08:14 \ ‘ A ‘ . • 51.1, t 1 Pi- •...- I i ...--_---, ‘ ' 11-1,---1------'-' -izi• 2 ' ' ' 1 Ja.„ - --1 li ___,,,,,.....c_......-- '', , •r- .., - 0-- a - - ' P . . , , C ...-----J , 1.1'' eillik . 1 r_,1• iret , ..- 11,_----- \ ‘ i t 1.1t-C \ l \ 1 .,.......m.....- ,... i. ... % illt. TO, A - \ / ‘ \ f,, \ \‘1..z.. ,.i \ - tria -0_,‘ \ AI 11,----(1 4 . _., ____ _____ ._... . . . _ ‘ ‘‘ sk 5 ' 1 , r.,-., ,"- ,.1.--k .;,--- : z • - ---,\ ::204:0,;:l__5_ \ \ _A ,--- . - , 1 \ 5 —I 1,..,--- \ 1 • ii \ c. -- --.. ,,,- ;,, ., :1,....., .,,, ,,,„. ,. Li! -..„._ ,...... 1 \ t— .1 , k k \ it --,..„,„, • . 11 \ ‘t i • t 1 \„,....3,t „,„ , . „...._..„ ___. „ \ \ \ 00 1. \ , - ‘ ‘ , , , \ -41 ,,-Ittl uli-Lat , 11 MO;tin q„, , GAG Iffr.ber ' , ". ger.44"CX6C,1111 • t . ' , 1‘ 1 \ ''...' t ru3 w-a4 at,noomi9ri- \ * ‘ ' . ' -t - 11%,-----rgelaila datroci0 rdors. . IS ttrh--- %It z 1 1 -,. 11' 0=64 tn frost at'gag \ t$ Is 1 iz. 1 I , . „ __ , - 10 . . el 1 s„.-2 00,y1.103t tvotx,,,,c . t ,stP4 ..--- . • . \.----------._.1---- .., .4. , . ____...------iiii,w4170 4...„( • .-4,,,4.17,- ',Z., t W. 1..)-1*-C -':'-''' - f _ — _ la vu'f',:Zota'44' - t ii0 401. .I VIN , „.----"^-". t 0 0 i 0 ZO 1 6 1/11 IA):4rn.:,. )_,....it .....-- Clew brots,rery-441*-and : i drog, , .;,--- 54,24e,wvwcrt e•=text,te to Miniiie5iiii hr - 'tau.- \ , tk 4" st:IL,Itnc ItoFc 4 I <4* __„----- , me, orie45 40 ___------- Graphic Scale . ik. - eg . . --.0p.N. ....... ....... _ Partial- Plan ._ 4-15---/ ' ......._ ,_,......_ .......- ...,....._ .. .. . . Engineer: Contractor: , Dart Seligrnann Fe . Seacoast Construction Ellen Emery Residence Prop504,..t Pgat'Al Pa. ... LIC: 077043 Sayville, NY 5925 NOSSQL1 Point Road Cutchogoe, NY t1935 existing retaining walls AS SHOWN33t 20 I 11:10C IY4 Ds 0G-1 5-1 5 - 0-007 ay ton I -- _ V . EXHIBIT 11-A - i I 1 2°Class 5 Timber Pit. 20 fc long . bzr bin'mail t Existing Picket rare de GAG titn 1 C0 toric) e 5horeguard 425 Vinyl 1 I p,le ?°'. 5to}�e r �,- lin } ' Sheeting 16'long Jinn &mot tows n 5G or 4 E(Aua1 SPao 5 u"�tiif T.'S 4, I G��ard I 1 ion 6'x&°Timber-Water:r Wafer iTYF} ' P,25 %PITY't�eE ifile corm (` �115...�'�,,.��- "�'' 1'- % 8 c + �� �� ;anc\"°,163 AcOvc‘te i 3/4"Galv Dock��t wash tTvp�t q �! g Q 0 6'/c.. tieNilliVH. 1. r ,maker Q c G)t ir,�Src� iOn9 O 12'0 ! +� v,de 3 IE A to e�,� ,n� ��n . ;�, d=;; k',;.,° _ 9 Q �� Pro 1i3 bowGyt N„c'. ?_.w__._._.__'- 2 t' t F:em isttn�wafer y a CLi �� cEVJ 1 tift1dtO"���aGI ' JUN 3 O 2015 - ner~cect installnewvtny�sheet pitfA 1000 , ro�dc" t anc. o I 1 Cc • , ( fsv P wen et1� Q .fit �._---°t"S3n.Z-Vet1. 4 i i ' Man North Wall Addition flan South Wall Addition Section C- 3Scale: I/4"= 11_aii Scale: f/4"= I '-0" - Scale: I/4't= 1'-0" Existing Timber GAG _ Retaining Wall i i l _ .�..�, Existing Slope 1 • f 14.-0" l _. Dackfdl to new slope I ° I 0'Class 8 Timber Pilo New Extension Existing wall underlay woven geotextile Existing wall New Extension 20 ft long 104 Class 13 Timber I(Y'Class B Timber Pile New 3 x I Q T$G ?,le 12 ft long 3 New 6°x8°Timber 20 ft long IWafer(<YP) i 1 6"x&"Timber Waler(}TP) _ sheeting 8'long men '6• G5(8'Timber Water(1 Yr) h , ` 7 •�""'. ;•'�"." : 2 New 6'x8'Timber Ivan DC7 *., 3/4w Gate. Dock Batt _ • 1 CZ"Class 0 Timber .r..� I .._r- • --- •• -^---^ •• 0 flatter rile 16 ft long V-6" - a • Wafer(PYP) ` Nut 4 Washer(15W) I ,._f 8` I`I� -----'�.• 3xI0PtGsheeting y ) I Existing 3x 10 TSG.....„.----- New 3x I 0 T4G Sheeting III 1 1 - �� 3 I 0 T h I Gafv. Rod - Sheeeting /� ( I i i f"�*N I ( Helical Anchor/3"-10" - \\� 1\� a / ----G�t8°Timber Water(�`P} j ( U I� III I I t (•111 T4G shy -� Class S Timber \\\ \\\ \\y NA\ New 6"x8 Timber 1 • I.J.� I \\ 8'long !0° s ni III ! 11 I 1111 I I 1 l 1 11 11 I I wafer(1YP) --�I, ��I I I I l.a . `,pfE.S610,t g 3 Patter Pile , feting 1 6tigting I Cr Cly _,,,� I ( I�- 11 1-1-k.1 1 I e. - I Timber Piles -t,,,U-. -1�,� 4-v.LI, J�l_ I—"—G I 6, .Existing 10•Glass B ���Q L&E!!(R .�`� _ i Timber FilesI est :� � » t �v • Elevation NorthWallAdditionElevation all Addition I .j16- �; t ddtoSouth11V ,�„ � Y _ I Scale: I j�}"-- I`-Q" Scale_ 1/4"= I t_0it v., 7,.. (? 7045\14...„0.2-J.. OF ' - Section b-B t 6-5-'4 _ Scale: I/4"= I`--Q" • Engineer: Contractor: Proposed Dan Seligrnann P Seacoast Construction Ellen Emery Residence VOLE ova' LEC: 077043 Sayville, NY 5925 Nassau Point Road cu(cbove, NY 11935 Retaining atnlnG Wali Details as SHOWN Jape in os ow 06-13-15 202 WV Elf WE EXHIBIT 11-B Grcur•4 Pe Ch'.n n y Wxh Gratc� u asptt�Yt r+ tai -lite--GT;— 1 t f 1 • b 4 Y a�ro Pipe t t 1 + � t l l t • A !etG 304.49 t i t t 1 + t i t t t ?\. u Lot4O . V \ \ 1 `. ii + i i t + t 1tt1t ► ` i iri x a \ \ t 1 1 1 t t + �,1 t t t t 111 • a f 6'11 9 i r "--------- r f % ti l,1 , 1 I t t 1 ` 11 t t % t t t 1 • 0 rr .5G,�20'E t 1t111t1rtt 1 I t t 1 t ti , Is Oaa N78 i • tt tr to y f� 1, ` t1 ` t 1 11 i It ti 1 •• Q aa , o----'�111!� a o 1 %c t 1 t t s-, % % t u , t t t t t .-- b i a I f _--."':'''-;42440:1 q7 - �; - .------ * ^ �_ t�t i t ` t t t t t ~ t �+ i' t r�`n 3 3 tr5 , a ms- "- ' + 1 kr 11 t 1 1 t•14 t ` 1 % w...smi�j Cras+ ,.2. z r f t 1 + t l 1 1 � 1 %' t -a -+• H t t \ r� --4V-____ r.. a °' 1..i.-0,1"•11 t I t t NA1 tQ'` tSIIN4 i "- Z-0.�'L!n C.a!'hdcr atn.x.,eters \ St ,\ t\ 14 �! ..CC 1 I % 111 . '‘ t tJ t 51. ••t 0 1 l i t i` .� O ..:.� r •\ \\ �• 1\t \` `, _ ,r-sra0' ' `� Ott �i 1 ,i ' 1 taxa" •. t yt t 1 I i { 11 ( , \ *Ii r.rr--�r ..n ` s� • t'1 y..l M .l:S t 1 1 1 1 Typical Leaching Pool t ,/S \I" ' • ` 1 If• `....-• -\ _ -„ 1�Ii111ttiii!lt.tl,lt, t , , , r Id+11t1 , . , ground:nater encountered within 2 feet below the \ �\ \ `� `" - ► i �rj, ; \- ---H t + 1 + t1 \ \\ \ t \ \ 1bottom of the poo( ` Ii ` ` i ``lot 4f \ . t 1 t 1 t \ \ \\\\ t 1t 1 z t \ �` \ . r r,$ 1 i t' t t 1 1 1 , \ '\\ \ �1\ t ul t 0 �\ •`. `'`..` `♦ `� tt - t1 _-�' `fes 1 1 1 + .. ► 1 +,.b.l It \ `. \ \ \ tt y . • • rra�P xe ":"....:::Qtt,T, ` l1 \ :coal:, rlir O� PdaitPe� ;vr \3 \\ t1n, n ��� i r , tWx �� r � onv..t r.,. \ C �t30no Q 05 V .�-=�` ,6/ne"rtY \t t ...i.,. 1 ‘is.:_______,.," f t t r ; t t r • 1% 57e362 LEGEND Notes: \ t 1\ r O j i t Runoff Direction Allloworkal et ,e . ,n accordance with alt applicable state anc $, 1 t t_ Drawings.based.on Survey provided.by John C. Ehlers - Lot 42P dated 05-14-2013 and 4-2.5-14 and site visits July 2 1 — `PVC Perforated Drain Pipe e Augus-t 2G and October 3Q,2013. 30 0 30 CO -}•-3-- 6?PVC Drain Pipe Sprynklers installed G"below grade unit. me-'�aim ='ummerommunime - ,. DS Downspout Graphic Scats DW Drywall Property; Peconic bay _ ;4QpFESStO �� Total Area:30,379 s ft -_ O,G974 Acres x.' G �,,SSUO - Total Land Disturbance: 3,800 scq ft 1'ea Uraval L^ ,.......„......z.„--........-.17.._„...::_:1„.......2.:, 1 e t� 'Pe _ % Slope Turf 2 % 1oRe i j _.1,c :I I e�' Nr-' ���;- y 7, Stormwater Drainage Calculations: •12"Mil 1111 'a JUN 3 0 2015 . '•'RaoF Area- 1800 5ct ft C=0.95 0=.08 ef5 288 cfltir fit" I'ErfaatEd +.. Iter Pabrtc (116.4' i+ /��^ t~Dnveway Area-3000 se ft C=I.0 0=.I G4 cfs 593 cf/hr t r- rte", Turf Area-3800 sc ft C=0.30 Q�.052 cfs 188 cflhr 17ra4i pipe _ _�,T z.. . ...•.__.-_1, f ��� STORMWATER CALCULATIONS POR.A 2'RAINFALL . ..,aiCii.;:evil 07 3 Drainage 5wale Section �,a�, i:�►�£ � j- - .4 Drainage Swale length Appnat. 150 ft trf5 OF Nei' 6.-is-t5- . Dan Seligmann PE County Marine Contracting . Emery Residence a,;-vs-is A5�tt Eh:mini 24 NY Y �t ,to. Cherry N net fluntingtOn, t } /7�-tJ? 5925 Nassau Point Road Cutcho4u�. NY 11935 s D�' VC: 077043 CutGhogue, NY • Suffolk County Tax 4 1000-111-13•-6 Lot 41 Drainage Plan AS SHOWN .0,or•DS out 05-06-14 ono er nut RXHTRTT 12 GtnunA;;urfacrt,�_ Cn1Vfr Gr.Nr—\ r#aspha:t as 34c,. »sr Illb , 1 ► 1 " I t f U �Cre n Y+pc , I 1 ir , t t l r h'49 I r l 1 i 1 ` • 4 ? Lot 40. 3a 1\;. i 1 1 1 1 i i `N'11 It1 E tl t11` �, 1 a r h..,.i t t t 1 ( 1 1 1 1 1 1 t t 1 Q 6 1 i o g2,(It - f . t1 tl 1,1 t 1 :1 1t 1t 1 1 1 1t . 1 \ 111 % i ..t 1 11 tt t1 % 1 . O.2 i fy7S 3_- r t,t 1 , 1 t I t 1 -� i � I i+J-r1 1 t1 ► ` i : ' '` 1 t y t 1 11 Iu 'sf a l "`` 0----�> i1�t , o t is 1 1 t , ,�' ` `i ! , 1 1 ` t ; 1 • :W T e I _p a ..; 6 r ♦ I ill rt j11 .. 15 1 11 A1tt 1 ` • �n1 C ) ...—-dS'Y�vG .h w�7�.' �. 1I . q { t t t i , 't t t 1 ,%itt t t t { i t 4 1111 0. 1 ; t` .sorts s it.._.,_ -a ii..,,, --�� i 1 tt•1 l i t kill % ••3,tw_! till. , rn r tz , 1 1 1 1 1 i:'76 % "11 ;` .• O 7-t,'Stn Craesa4i#m ...einm�s+oaxHt' ♦�R ,� t% ♦♦♦ �i' ♦ 1 1 1 1 r e.1' 1� tt v 1 t 1 1 1 b . t ,rsa, tf' 1 1 1 , CA , t 4 11 . 1 . %1 ( 7 , ! % • •♦ 1 \ S '� 11.0••••% ,r0:710.3 1 i ,�.►� 1 % `�' 1 t ♦ Ns . \ t s • 1 1't ..1 i. t • R1P1 1 , t i t 1 t t t ♦ 6At,.F , �r grrvnc+p J �t 1; 1 1 1 . 1 1 fp° v, lWilli • Tel. r -Ts \s\t\\ :"% S.::'\N r, 4�• s--_ \, —,Iaground water encountred within 2 Ft heloi the \ � % `,� `- - ♦ 1 - ctrl �y,, ' 1 , 1 t t 1 t t t ` �� �`tt t1 t bottom of the pool t `� . ,\ Lot 4 I t t It r. �� , f t :. 1 t s t 1t`t :.\ N \ t t1 t • Z t O ♦4 `�` ♦\ \` Ii tt, i fs�� . f .j i 1 t i 1 i t t ‘.1‘11_ t t t` ♦� `\ `.` ` \\ 1 • i% t �� f R'Y,I t f ( 't-F�'y 1 , , ♦ t\ . t t 1 1 CA t W t ♦ \. ♦♦♦ 170 1 t CO . ' , 1 -�'" 1 1 1 , 11 13 4+aleHmm\v ',.3� ♦ t 1 .t 1 r 4 ` / 1 1 i /. t e,.`e•+r,'c'dr pre e36. . t VI - _ , 1i -..,.`N} 63 A1$c; .� . t t • b ' 3103. 4N �♦ ` 1 1 onva1 12x1,• \- ,, q t • ` ` �t t 1 pas�dx"t i � \ 1 .4•••••-•••••• �q,a,��Ytal f]tk���r \ i attegi.i 11'II ♦ , ` '1 ♦ , t t• - - -- . t '1 °3cacrof-- - LEGEND .. Notes: o i 1t 1 .01 a 1 1 1 Runoff Direction All work done in accordance with all applicable state'arts 1 e . Dra inlocal gs based on 5utve's prcmded by John C. Ehlers t Lot 42 4—+-- 6'PVC Perforated Drain Pipe dated 05-14-2013 and 4-25-14 and site visits July 2 —�-—1-- 6"PVC 01-1111 Pipe August 2G and October 30,2013. 30 0 30 60 Sprinklers installed ta° below grade ii ion-e � a' s3f - . D5 Downspout Graphic Scare ow Drywell Property, Pecontc Bay ��FSS1t311r�4 Total Area:30,379 sg - . QQ` 0,6974 Acres __. 5� `��,stue .; Total land DrSturbance: 3,500 ft F'eaLStavel �;� ;'.x =.p.1-.. ,:, ,, ; 2 iSfo_ pe_ Tu Turf 2 %a Slope- - C.,j..:w `y I<• >` rf, i n! t �x� Stormwater Drainage Calculation - ' ')��n+r, -1'i L• it;!1 �y Roof.Arc=- 1800 sg ft C=0.95, Q=.08 cfs 288 cflhr tl JUN 3 0 2015 '�` 1_ & f erlaat4d Filter Patric Dnveway Area-$6Q0 sg ft C=.I o Q=.164 cfs 593 cf/hr - ; �► . Turf Arca- 3800 sq It 0=,0.30 Q=.052 cfs 188 cf/hr g STOP.MWATER CALCULAT1ON5 FOR.A 2"RAINFALL Pall l'f _ a j 0 - C7 Drainage Swale length Approz. 150 ft Drainage Swale Sectio �m',aayiGk? .vii-`' fie O 1401-NI. � Dan Sellgmann PE County Marine Contracting Ellen Emery Residence wl Cutchogue, NY aG-0e-i5Ao ltDralloma;24 Cherry Lane, Huntington, NY 11743 5925 NoPoint Rood Cutthoguo, NY 1-1935 moron ua. LIC: 077043 Suffolk county Tax 11000-111-13-,6 Lot 41 Drainage Flan QP_ 1110E er DS mut. 05-06-14 anm ar 011E - C E . „ ... . . : . . I 2'Class 13 Timber Pile . , 20 ft-long v4a11 c;tifillocf .kotie8 Shareguarcl 425. V thyl_. F ,Exoting Picket Feric i Prov‘ck „„t).Ck-,8?oSt6 k?„e '' ,......v.v.sot.y,We Sheeting I Gs long ktottl ci r"- wrt'the 5'''' _- v ' nu_ _ .4ka.. ., • - 4' I . ---- - 4 tot,331 SP.ac _ -, . 1.0 wINIMIL .0.-g Gw-Tr mb er Wer(T,YP) _ , i .. a .-;,.............r'. ..2 c.) \a k,oll Guava SG . 1. : .. _.. i Shor c' cor TIP. -A_ I .2 ..,-,.----- 0 _v, .,..0.0. .. firoviag , cs,o‘e6t0e to. v. -,00001,0g- - 3/4`Galv. Dock Bolt -5 ‘stx16) . - • volvAi-i,""w." . atN SA- Nut Washer fryp) .— ea a, ,.. - r tkOsc,-1 - - spiles . T-11 WI ow . o% ...,„,,,,pq C . ,-C 4.44444stkli.n li ___1.. 4'0' - Ti 0 11-' , I:: ..= 0, 0.„„1002.eA,ii0C ci ,'‘ „... ,.. rs tvcA, _ 6 xot‘e exAs , , I 2-0 Silk cb _.,- 4.1 5 tl. ato 4N 0 0 *____\ , ..,..., -r• GI/ - . '- 'i'.0'i-\iv w \0 l'kk' . ,, ,,?-k ,.., _ _ 1 • i 4U1. cte J ' . ..i_ .1,00 tzkam.,in \8,.. ,c,„..,r-, -.T.1,,, H., , .„ .„.;..._„...L._,....._______ , oraigentor..715,%rv,,heee,,,,5-1- , I .. , . - ----„. _18,07 .4,01-5,,.- -3. JUN 30 2015 to Arabib-r .- \t , ' - ' - vr•ovw(„..,vcak a"- . . , . . . _ Flan North Wall Addition Plan South Wall Addition Sectic.)n C-C . Scale: l/4)1------ .1 '-:.0" Scale: l/4 = I '-0"' Sc [ : t/4"= 1 r-0" Extsting-,Timbei7 Gx6 .. • , Ket.;ining. . _ • .' ,- 1... fiWaltr. 1 _ _ ..% •,. EXtStin11:Te, , , •1 4i-O"' . . _ 0; , ,- ... ; ,. / backfill to new Slope .:: . L New-extension ' ffxisting'wall- - " underlaywoVen geotexttie --: I 0"Class 5 Timber file .,. xisting wall 'New extensJon .../.4-20 ft long I 01-Class 13 TunL?er. , 1-0!'Class B timber File: ," /- Pile'„1-21tJong Neliv_FLO"1101P* . New_3 x, I ci:Tif0 = 4-\ . • G56"timber Water(NM -- '- - Sheeting&long CreP)-- ' - 1 io , WeraUrn' _TN „,-. „ • ,_., tom 2,0, ._*..-r, ' _-..240:8gloTtilMber Warier-0V,-. - 'I " '', '4 a . , l'a ClasS-B Timber i : — ' : -----7,4...... 2 New 0"x8 Timber -\ , ;-...t., , 3/4*G4v. Dock Dolt. ." •,,.• r, - ,* ' ..! - -, 3 ,.• Batter Me.If.6 it long '517G9-t j- - •----- -. 'c•' - • -Water ffisft'l ' . ). , ,„* ' Nut 4 Washer(rye) 1 Existing 3x I 0 TG - Sheeting ,• 1. ' .' New 3x I 0 T4G Sheeting 1' - I. , -7,"--- - - : .. . , - - , x1.0 TitG 51„*„ting. [ I r- L • . .. • '._ ", 11, .elcp.iitle„:011, .., ' '• V"Galv,*god . . . . ' ‘.' I i I '' -i'1=1 .11•II I i • . Helical Anchor OP-19" • ' - , .• , -• ;' /:„ .- 8!Illyth,er Waler(EV) giu-Li ii.o .ii:v\ 3 ,c, ,,,, „Di ClasS.5 Tontvr ..r. "_..L,.'. ...,..____"--- .- ,,...,--"-• .3 . Nev.h&l'i54 timber' ; , ri 1_11 Lli I- -- 1, \* T4G Sheeting-!.- Waler1-ray , 1 I 13,-- . , , .. , .6,Iblig, ,al , ' Batter Pile,I-G,ft tong . L [ 11111. .4111A III -.A-L. J4_,, 41,k. • - 'rES..W.?kik,.., ' tingi 0"Claes E) ..,,,,,,-'1 I 14,4441 : -4-1-14.1 1 l-K,A4 1, -- _ ., , LT- Tint,er riles -cl-J-. 'Ll/L-L-• '4-1.1J-- -1-4.-J-- L-G-----T , ,-6`-1. 50t719,1"0°cla$13. ' Timber rites , „, _,.., N'v-r., -4.:,, -,•(0, • 1, <IN' . - kr • -- . - 1.7, el... Tt) - Lt.., Devation North- Wall Addition elevation . . • , ,,,-,i.2,%.:t .-4 , ).5!, 1"11:s.- '4 eSouth Wall Addition .. .- -, ., t -- Ilk - . -eq,...,....„.. ... - Scale:?. I/4!'-',=. 1 `-0" Seale: I,/it"i - J10" 1 .., , ' '•1.' . - . P ' 14544- - Section 151-13. : Se -- 6-t-.'':.i( Seale: 114"= E-ngineer Contractor: .. , . , PrOpOd Celtiatc Ko. •Dan•Seligmann PE Seacoast Construction . Ellen- Emery Residence ,CP44 : AS SHOWN LIG': 077043 SayvIlle, NY 5925 Nassau„Rota,Rood, Cutchogue. NY I-1935 RetainingWall Detaits. ii.4 irf Os Ei7E 00-I 5,-15 2O2 cett4 et bocce . " 3D Notes: Prowrde,pile and lagged r�--___ -� All work d onde in accordance with all applicable state and bmwall stepped down the -- slope and place fill as ,� -- „ II : Drawings based on Surveys provided by John C. Ehlers necessary maintain 3:4 -- r" $t. c 1! ' dated 05-14-20 13,Drawing dated 1 2.12-20 13 Clear brush from lop of slope minimum ------1 ----- slope ~� y' and site visits February 28 and April 4,20 15. slope and regrade ,i rr 0 -a and place hal as nu,'.essary .. " `'^ ti" \ y - < Materials: L•;_- •R _ r 1 ; Timber piles - ASTM Class B 2.5 CCA Treatment , k,4' E3 c . . 1 , Structural Timber- SYP Marine Grade 2.5 CCA Treatment --~'_ `' t , �s_Al _ ;•*'_ 1 ' Bolts, rocas etc- ASTM-307 � •-----` " m ' 1 " ,- a o -iY--' - .. it- t iardware -All hardware hot dipped galvanized ll� �_ " - L'xcr t ` . Vinyl'Sheeting - 5horeguard 425 and 650 by GMI �___ `4 _}r--- l Woven Geotextkle- Granite environmental 4.t oz Woven v 1` `t {t l 1' l ; Base drawing from "a5 built retainingwalls' Dated 12-12-13. 1 4 1I1.., � "" V 1 i 1tt Revised 1-08-14 1 i t i > o 14 .». n _ x tI Ii‘i ,1:\ \ ______C--1. -\ A ct' cc �} y S1 11. , w t x � - ti t i r` c !I� 1 �t ' ! �on,&zd to x 1 = t° rn nv ba F ;co=Y �s i p \ \..,, It 13 , \ \-3 w j __teeli r., -fir• �'; \- \ 13 \ 5i.. ...„.i...:; . 1.'1:- ....___15 \ \\ \ ,... lt, .\ 1 i 1 • 1 dyy:..'sat46.1P11 .111\ , i :�. JUN 302015 ,J \ \ \ , Iva .. \got i �wi \ \ i� S\ \ 9 �tS+y � L 5 � IIIIiii!L i IItIIIIItIItt, r _ �.._ _. e.,fit) Tr `.�4w6� _, { .- ,at• a . .11011 \ 1 I . r rsx� f I lscr �' i t u y � �, ufs+ ,etmmngwall arnecY• ' wsit,0 front a wall art dam9�oacrs \ • 1 r . - \ \ . ‘1 r w Ztoola PNe ear 1 V -1 r i 4---1 . .-40911 tut,.. -1 t .,,„,,,..3 . , -v.e..0- G9t- -,Avcr•40 , „OA. 1041,Nis. / ,.....,,,,,.--_,4,:epus _______--- VI n o o \/ e Ofps4 }� I�, !.' rrocetel Gear hruth,re�rnde and :o o io m /ii,,:i 1 4)71•V.;: w Istaca woven gt.+ter¢de to : �� r• Irto . r _.-- �—'_--- *�>;,1,:��0, Graphlc Scale ',j� oroa ,6- ,......--- �__ - J Partial Plan OF A Engineer: Contractor: Pro .osed additional stabilization Dan Seligmann-PE Seacoast Construction Ellen Emery Residence p ., H0. ,,- SiOWN LIC: 077043 Sayville, NY 5925 NassauPoinl-Rc°d. Gulchc>gue, NY I7935 extstlrig retalnin( walls ACE yw. r OS t 06.-15-l 5 20 l • i arm u. WC. SURVEY C LOT 41 "MAP OF PROPOSED SUBDIVISION SECTION A, NASSAU POINT GLUE, PROPERTIES INC., N SITUATED ON NASSAU POINT, SUFFOLK COUNTY, NEW YORK SAID LOT ALSO SHOWN ON "AMENDED MAP A, NASSAU POINT", FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON 8-16-22 AS MAP NO 156 e °' S I TUT GUTGHO6U �\ E • TO1'*1: SOUTHOLD SUFFOLK COUNTY, NYS SURVEYED 05-14-2013 - REVISED 10-23-2013, 11-20-2013 DRAINAGE PLAN 04-25-2014 SUFFOLK COUNTY TAX # \ 1000 - III - 13 - 6 LST 40 • c���`ll D TO: 504.44‘ \. o H ELLEN]EB1RY I 1 1 111 1 • PROPER ADDRESS o o►' h1G�05 5 1 \\�I 1 .11 ... \ \ \ \\ \ ,, rn 5925 NASSAU POINT KOAD CUTCHOGUZ NEW YORK 11935 — ______\--0— .u►.� �o A�;.M. r, 111111 • \1 \ \ \ \\ 11 1 -� ''i — —48— — =�l28 0 1 \1 1 \ 1 m \ \ 1 1 111.:3:km°16 n LII 30A / —4� L \ nt! 1 1 1 1 \ : 1 \ \ \ . `\ O\ S NII z Q 42 \\ \ P} OP. GRATE ON z 1 \ 1 1 \ \\„O I: \ N \ \-c'\* 1111 u H O ` 4 DEEP PDOL 1 RIOOP \ a \ , • • I I I A • n LIL 13L X I \ \ ` �\�/ �� A co _ \ .1 1 \ \ 1 \ \ \ r 1 11 \ 41 N '7,v _II j �rt 1\\\ ` 11111111�IIIIIIV,111. I I I 1 ' =o Ck \ \ I. 4111/ — — 1 \ go �-0� \ \ _ I 111111111111111111 ( vlltitillllllilll+��r� O -� _- -_ -- - -\ -,:\. \ _ �� X191111111111 I I ( ��� O Z \ _ 1 �e m �2 N1 111 �\\\ �_ Z \p \ LAWN �a \ z FRAM 9 / I J 11 11 1` \�.� � \ N \ z STOO" „ .I l d1 \ \ � , \ Q I III .1 � �\ �N N \ \ ; 22 \ .I I SI Ls) OP FREN H DRAIN � � / )" �j'�1 :`ON 4' DEEi�P 3 L �38� N \ • 9 C O\&�\ 6\ N N \ / O C®,) \ . . rt. 13 ASPHALT DRIVEWAY \ P DEEP 'S ON \ �05•v _. -•S ;� je c.-Ill:: R a •y ., sa- D x1 1 SIS '° 2 r. i JUN 3 0 2015 n�. 1 er Lc O I �� � 42 ' NOTE: BURIED RETAING WALL LOCATION PROVIDED BY CONTRACTOR NOTES: " {> �'� 7rolationinof section 7209,su'o-divislon Z of the JO - \ HHLHRS LA \ D SURVI- Y0 � 4 �'.EN4 4 "Only copies from the original of this survey . Area = 30. 379 Sq. Ft b ctsstomped seal shall be considered to be valid kru ' m� 'q Area = 0. 6974 Acres N. Y. S. LIC . ND. 50202 „ �` e' '` ,�' \t. survey was prepared in accordance with the ex- : C h,, "GertificatIons Indlcate.d hereon signify that this 6 EAST MAIN STREET z ' 'sting Code of Practice for Land Surveys adoptedby the New York State Association of Professional GRAPHIC SCALE 1 " _ RIVERHEAD N. Y. 11901 369-8288 Fax 369-8287 �. •�f '. �'ato the person for whom the survey Is prepa ed, ;� Land Surveyors Said certifications shall run ronly _ . 17==l2=-7,3,, 71 longislandlandsurveyor . com <. 5020 �o¢0 I ,► v '.,.& LtaN� a 5