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HomeMy WebLinkAbout1000-33.-4-35.3 U OFFICE LOCATION: ��pE SOj/y0 MAILING ADDRESS: Town Hall Annex lQ P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Cn Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark:Terry,•AICP LWRP Coordinator Date: : February 10,-2022 t Re: LWRP Coastal Consistency Review for ARTICLE THIRD TRUST UWO JERRY LASTIHENOS FBO MARYANNE DALTON SCTM#1000-33-4-35.3 L.K. McLean Associates on behalf of ARTICLE THIRD TRUST.UWO JERRY LASTIHENOS FBO MARYANNE DALTON requests a Wetland Permit and a Coastal Erosion Permit to install a new stone revetment at the base of the slope on the north side approximately 58' long along the base of the slope and 10.5' deep; the toe of the revetment will be located at elevation 6.5'± (NAVD88) and will consist of a 1.5' thick layer of W50=5001b. bedding stone (approximately 57± cubic yards) and two (2) layers of three (3) ton heavy armor stone (approx. 135± cubic yards) at a 2H to 1V slope up to an elevation of approximately 11.0'± (NAVD88); the existing bedding stone will be underlain with geotextile filter fabric; the stone revetment will span over an area of approx. 388sq.A.; to further stabilize the existing slope it is proposed to fill in existing voids on the slope with clean selected fill, suitable on-site material that was excavated within the footprint of the stone revetment and material that was recovered at the toe of the slope; the existing voids caused by erosion are being filled to create a constant slope of 1.5H to 1V maximum to reach the top of the eroded area at elevation' 26.0'± (NAVD88); approx. 120 cubic yards of fill placed over a 545± sq.ft. area; revegetate area with native wetland vegetation as well as evenly spaced 16" diameter bio-fiber rolls to further stabilize the slope landward of the revetment; there will be no excavation or fill placed seaward of the proposed stone revetment, below A.P.H.W. (EL. 2.24'±) or S.P.H.W. (EL. 3.24'±). Located: 100 Sound Drive, Greenport., SCTM# 1000-33-4-35.3 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 Policy Standards and therefore is CONSISTENT with the LWRP provided the following is considered. 1. No naturally occurring boulders or rocks shall be removed from the beach. 2. Vegetation would not hold the toe of the slope without stabilization. . 3. What are the stormwater controls of the structure? What is the source of the stormwater? Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FORM 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 HazardArea. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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 KIV-EE FEB ® 4 2022 SCTM#1000-03300-0400-035003 Southo(-d Town The Application has been submitted to (check appropriate response): V Planning Board Town Board 1-1 Planning Dept. F]Building Dept. 1-1 Board of Trusteesx❑ 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) 4 ❑(b) Financial assistance(e.g. grant, loan,subsidy) (c) Permit, approval, license, certification: Nature and extent of action: See attached Project Description. Location of action: 100 Sound Drive, Greenport,NY 11944 Site acreage: 1.82 Present land use: Residential Low Density G acre) Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency,the following information shall be provided: (a) Name of applicant: Michael Lastihenos, Trustee. (b) Mailing address: 100 Sound Drive, Greenport,NY 11944 (c) Telephone number: Area Code (631) 385-1095 (d) Application number,if any: Will the action be directly undertaken,,require funding, or approval by a state or federal agency? Yes ❑ No ❑X If yes,which state or federal agency? 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. F—]Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes 7 No Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes No ❑X Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria F—x]Yes ❑ No ❑ Not Applicable The Project is consistent with the policy since it will provide slope stabilization with a heavy armor stone revetment, minimizing loss of the existing structures due to flooding and erosion of the slope.See project description. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes No ] Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. Yes F—] No F—X]Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III—Policies Pages 32 through 34 for evaluation criteria. Yes No ] Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes No ] Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III— Policies; Pages 38 through 46 for evaluation criteria. Yes No ] Not Applicable Attach additional sheets if necessary 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 Project is consistent with the policy since it will provide slope stabilization with a heavy armor stone revetment, minimizing loss of the existing structures due to flooding and erosion of the slope and also maintaining access to the beach. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Yes No 1 Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. Yes F-] No 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources: See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. Yes No Not Applicable Created on 5/25/0511:20,4M _ Project Description This project entails the installation-of'a stone revetment to provide slope stabilization and reduce-storm water runoff at 100 Sound Drive:off the Long Island Sound. The site.is located in Greenport; Town of Southold. The existing land on the north side of 100 Sound Drive is sloped down to meet the shoreline over an approximate distance of 50 feet and an elevation.change of 50 feet..The existing slope has experienced erosion over an approximate distance:of 26 feet. The eroded-areas are located on:both 700 and _100. Sound drive (see Photo 1). Due to the fact that the property line runs on a diagonal and cuts through the area where this failure:has.occurred, two separate permit packages will be submitted; one for 700 Sound Drive and the other for the adjacent property 100 Sound Drive. Photo 1:Image take on 10-.19-2-1 at the toe of the slope at 700/100 Sound Drive. The various aspects of this project can be seen below: Slope Stabilization (Section A-A): . It is proposed to install a.stone revetment at the base of the slope on:th:e north side of 700 and 100 Sound Drive. This revetment is approximately'58 feet long along the base of the slope and 10.5 feet deep. The toe of the,revetment will be located at elevation 6.5'± (NAVD88) and will:consist of a 1:5-ft thick layer of W50 500 Ib bedding stone (approximately 57± CY) and 2 layers''of 3 Ton.heavy armor stone (approximately 135± CY) .at a 2H to 1V slope up to an elevation of approximately 11.0'± (NAVD88): The existing:bedding stone will.be underlain.with geotextile filter fabric.,The stone revetment. will,span over an.area of approximately 388.square feet.- To further stabilize the existing slope between the house and the stonerevetment at 1016vatibn 11.00± (NAVD88), it is proposed to fill in existing voids on the-slope with clean selected:fill, suitable on-site material that was excavated within the footprint of the stonerevetment and material that was recovered. at the.toe of-the slope. The existing voids on the slope are a product of erosion occurred due to storm water runoff during.hurricane Ida, and are being'filled.to.create a constant slope of 1..5H to 1V maximum 'to reach the top:of.the:eroded area.at elevation 26.0'± (NAVD88). There will:be approximately 120_CY:_: Page:1 of 2 of fill placed over an area of 545± square feet of land. The proposed slope will be re-vegetated with native wetland vegetation as well as evenly spaced 16-inch diameter bio-fiber rolls to further stabilize the slope landward of the revetment. There will be no excavation or fill placed seaward of the proposed stone revetment, below A.P.H.W. (EL. 2.24'±) or S.P.H.W. (EL. 3.24'±). Page 2 of 2 Z Golf Course,. . !8 - !B 33 I L ONG ISLAND 24 3! SOUND PROJECT LOCATION 24 . : � o �l +• • _ �� �000. x`16 ♦.. 21. ♦ � 'per •. • v . Q . P Q GRID . Inlet t . " Stlrill'lg e�$° 0 H-- • 48o o • a -06-_ inlet . • • o�� 25 , Qn r al /INLET I \ , M ,r' S�Z POND I-1 COUNTY1 "_. o :• , ". \ Gr rll �'' ' PARK ► . . \ ��.... `` ver Lake S. 0o r a�n N1 NOR l� . 4 p GREENPO'RT BLUFF' ' STABILIZATIO-N — 100 SOUND DRIVE . : :VICINITY: � MAP :. ::: ::.0 1000. (USGS QUAD MAPS .SOUTHOLD, GREENPORT, ORIENT) 1" = 1000' GREENPORT SUFFOLK COUNTY, NEW YORK LONGITUDE: —72.374 DECEMBER .2021 L.K.McLEAN ASSOCIATES,P.C. LATITUDE: 41.119 Dec Oe,2021—07:43cm 21 152.000 P:\21152.000 Marlorano Bluff Btab111xc0on\PerMltlDg\100 Sound Dr\VlNnity Map—100 ScunE Or.Owg � .. .. GREENPORT BLUFF STABILIZATION AT 100 SOUND DRIVE, GREENPORT NEW YORK -64 .T • PHOTO 1 (SEE EXISTING CONDITIONS PLAN) �9. Al � n r PHOTO 2 (SEE EXISTING CONDITIONS PLAN) GREENPORT BLUFF STABILIZATION AT 100 SOUND DR. IVITING CONDITIONS PHOTOS OCTOBLR 2021 Lilitilt GREENPORT N.Y. 1,K,Md FAN ASSOCIATES P,C, a � s PHOTO 3 (SEE EXISTING CONDITIONS PLAN) GREENPORT BLUFF STABILIZATION AT 100 SOUND DR. EXISTING CONDITIONS PHOTOS OCTOBER 2021 Li[Alt GREENPORT N.Y. L.K,MCLEAN ASSOCIATES P.C. VoLLAGE OF GREE. NPO,, RT SUFFOLK COUNTY , SOY INDEX N SHEET NO. DESCRIPTION 22 b' Eexesq.� _ 1. - - TITLE SHEET • t�E• `}N • _ j`�.,, 2 EXISTING CONDMONS - Golf Course cvF•. - 3 "GENERAL PLAN _ E 4 MISCELLANEOUS DETAILS - PROJECT L-OCATION +1818LORc3isLAND J - - 34 za // Golf 3r "SO UND Course 2 . 88 \�\\ \\\ �� cE ••. � 24 ` •_0 �• �ya ° BM ••• JAN.'-— 3 2oZ2- 00 00 o Southold.Tovrn - a Inle#.Ptoelk� Board titling- d+°0- o - 37 1 all�'• S (', r9NLET •;.t M r rPa 1 POND 1 °.. ,.• . .\ Gr ill '� �q `ih O - P IrrOUwry. pp• \ ��.1 v9 Parker Rack /aQ 1PARK it`° i\ J�Ueav.. _ : ain 9 anoy 6 Y 1 M�rea Ih aa�a O ss N0p7N ast W t N 22 Campgr s�laytment �GreenpG ; Fi I• Q ; p� `m •:w� ��i 11 BCIIItjr / H3g}1 Sc LOCATION MAP. o - moa 0 10GO 2000 ` � SCALE 1'=1000 FT " c •3 O PREPARED AND SITE PLANS F O R G R E E N P O RT RECOMMENDED BY: BLUFF STABILIZATION DATE: —RAYMOND-DIBIASE,-P:E;--N'FSPE-L-ic No.-56985— -----=— ------------- -- -- -- _.—__._—� __ - - --- -- L-K._McLEAN_AS.S_OCIAIES,-P - ------- --- ------ -- --- --- ----- 1-0-0_S0_U-N_D_DRI-V-E- -----:_- - ------- ---- - -------= - --- - -- a LQM�1 CONSULTING ENGINEERS 137 SOUTH COUNTRY RD.,BROOKHAVEN,HY 11718 N GREENPORT, NY E2 \? c DECEMBER w ALL WORK CONTEMPLATED UNDER THIS CONTRACT 00 IS TO BE COVERED BY AND IN CONFORMITY WITH w THE 2008 NYSDOT STANDARD SPECIFICATIONS (U.S. o�2 CUSTOMARY UNITS), EXCEPT AS MODIFIED ON THESE PLANS AND IN THE ITEMIZED PROPOSAL. a ..r.. _,..-, • -.�. _ ,... r-„,,�..« _ rsq' ..>•f'-_ J.+S'x i1.e't;”. -+s s'�:» x•"* -�r,a v'7F:: '^`�''"" .. 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"-�'� _ .� •� :• limar r �1 ±va.,^+S• 4. t ✓ `y, ha f'�,� yr �u_ j�G+:irB y. 7A,� r 1. ,. �'•� �s`v�.,q� '•„ ''Jt r"#e+.,ar F t"'..ff•• S 'J x +. .it 1 Sia. 4'uY+•ri"` .-" _ 'oArt< •ti yt+t e� ice. r`.,''` " v"i� 177et'7 M 1,,f�` 4 JF^i �s,'" d 's }v;l �y h �.j14 l`.^.�V,r ti ,� r f• 'rt ;•x r`'v�'5 fix` .�,,��''.� ,*"t. +Si `iia r" u• .s#^. 1 e YD•� , t X� _ 4'. / r i e .r�'"yC 3s -L t c •.!•s�, 1�e�• �,pj •t f v r��.y;7rx •Ir xf'¢..at a�. .r4s+` f f ` •-^ - ` �` a t'y. '' fit " v'?5 O `,w ' '•^n r .y" `a4` 4`y7t+". :S' xM;,.a=� x ,` t .r' -~ s�7 °.""i30:.�y,,,c^i�rr (2 ,y�,�."a�y,��"�•+ .�, �. . \r'�*� ''3'Y�,�•r.;,�Yt�y, ,1 y� t_ tt' i .'j_ ar.:rS()i�t,,eCf�F� �v�'`�.-tt r+ - �:'y,• y�� tfts�fi i 3t?,f�n{4 h�,��!)r�?. *. '.4 alb r...F3'.J �,t.s s :,j • iy f Y 1 nom, J 7 4 •d Y ShS;y.-• x� �y ,� f;baa�w ./. . . . . . GREENPORT SLOPE ND�.:._:a_ t,.. ''4a.2:_�=� �.GYil./e'Sr. �.ri. .:��7 _}r .D r•' _ FVE. s ' • ' • • ' ' IIIIIIIIIIII III�II�II 111111ORElGEONSPOORT. EXISTING CONDITIONS ® . . ..�. . CONSULTING ENGINEERS 437 SOUTH COUNIRT RD.BRODWAVER,NEW TDRK 1171g ASSOCIATES, DATUM: SPHW=3.24:b DECEMBER , rrr 1. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN THE NYSDEC PERMIT TO ENSURE / J — COMPLIANCE DURING THE TERM OF THE PERMIT. J) I III'�IVry —�' 2. HORIZONTAL DATUM IS IN THE NEW YORK STATE PLANE COORDINATE � I I I //j' ��1��Irirlllpnl�lli ' �q /', 1 \ \ SYSTEM NAD83, LONG ISLAND ZONE. E o •p /\ ..t 3. THE VERTICAL DATUM IS NAVD88 (GEOIDI2A). l•l l•// l I1 //l�I/ //��/ rrrr�,�hul S 39o57p6 �/ J� // ( 14. CONTRACTOR SHALL RESTORE ANY DISTURBED AREA IN KIND. I / I �/1 •" b� ���I��h �' / •�/ -�-5. CONTRACTOR SHALL NOTIFY NEIGHBORS TO THE EAST AND WEST SIDE I�r ( / l // � 5000/1 30 3903 �' I / I Y I l7 ���i��� �Iip _ �� v _ i •.., ,p_,1-- OF RIGHT OF WAY OF THE PROPOSED CONSTRUCTION START TIME. •/ •� I �11I: l l �%%//%// /� ! � i .> #"�" 6. CONTRACTORS SHALL REMOVE ALL DEBRIS, UNSUITABLE FILL MATERIALS /�/� I�� /"% a��4 ✓ / ` / "p` ,+• W'� p Y\� AND DISPOSE OFF SITE AT A NYSDEC APPROVED UPLAND DISPOSAL ff ' J / �— /•"t vL = — \ \ AREA. CONTRACTOR SHALL ALSO CLEAR AND GRUB EXISTING /' ••! Ly I I � " \ \ VEGETATION WITHIN FOOTPRINT OF PROPOSED WORK. /� I / •/ l '�y/!/�����/�///�� ��� 6 `�� — " — — — \ 7 FILL SHALL BE FROM ON-SITE OR LOCAL SOURCES. LONG ISLAND SOUND /%%/"MR// %�/�, �\ __ \ \ 8.. _ •� •�, 1 CONTRACTOR SHALL ACCESS THE SITE VIA BARGE FROM THE LONG ���/ .,� 1 '•" -1 _. �W —�--\ �--`- --- ".__ _--1��•_�____ — —,�-. — .� � I I'°'I / ISLAND SOUND. // //� / ./� ` i 1 (•„ \ e •� - �•, _;•�� _ \ 1 I I I .9. ALL SITE EXCAVATED MATERIAL AND DEBRIS SHALL BE LEGALLY DISPOSE OF I'' // / yLr /(GIIII/IIJ [ry`�' �7� I � a��•++�� � y1-' OFF SITE AT A NYSDEC APPROVED UPLAND DISPOSAL AREA. 2 ROWS OF 3 TON HEAVY /�� / •" m °Yoo "'\ / — `� / \ \ •�� I I 110.HEAVY DRY'RIP-RAP SHALL BE A PRODUCT OF LEDGE ROCK AND ARMOR STONE, TYP. (135fC1') // j� / /I / \ (re \ ` tT � _ — — 1 I 1 CONSIST OF STONE HAVING A MINIMUM SPECIFIC GRAVITY (SATURATED /�/// q �• L 1 —�Q \•d, i — _ —.W \ •" \ I I �'I SURFACE DRY S.SD.) OF 248. GRADATION OF HEAVY RIP-RAP / / _ ._ .� //// %_ //��/'ll�l� lL��l `-`\_ ,J. �./ 75 PERCENT SHALL WEIGH � -L};,/� � — —d _ N r_ �• \ \ .I I ATwLEASi-WLL E'.WHERE_'WFROM 0 SSTHALL_BE THEO 1.25W DWFIGHT OF__THE_I-INDIVIDUAL SEE.NOTE 14 ' 'a / i �4==== ADDRESS: : RKY"IGO SOUND EN05 �\ y; \ \� I� I I I I I ARMOR STONE: THE SIZE OR WEIGHT OF THE INDIVIDUAL ARMOR //�/ _ _ - ADDRESS: 100 SOUND DRNE \ 1 _ STONES ARE INDICATED ON THE PLANS. THE GRADATION SHALL BE "" Y �.GREENPORi, NY 11944 / / a/ •\' — �.� �SCTM' 1000-03300-0400-035003 •",\\ \� \ I I UNIFORM ACROSS THE STRUCTURES SLOPE. THE TOP AND BOTTOM /l ��/ �� /]��/ _� �• \ I I I I I I SURFACES OF EACH STONE SHALL BE APPROXIMATELY PARALLEL TO ✓�JV/ �I / / / /III / �j / -y /_ooC'�.�ti vm� v _ -� \ \ EACH OTHER AND THE SIDES APPROXIMATELY PERPENDICULAR TO THE ✓' l 77 j / yiT \. yc� // l I. j "'i// ./����//�/ // 80 u�i- �• \ \ \ i \ \ - \ \ •� I \ \ 1 I' I I BOTTOM AND TOP. TOP OFA REVETMENT EL 11.00f/ y ,tea \ \ �. \ \ \ \ \"' \ I 11.THERE WILL BE NO FILL PLACED BELOW S.P.H.W. •� � ^ a \ \ \ �� \ \\ \ \ \ � � I I � \ \ +y� �. 12.THERE SHALL BE NO EXCAVATION OF THE EXISTING SLOPE. / ��. V I \' \' 4 SOOOA j0 39Q3 /�7� `J?% „mac •1 ./ . 412 \ \ LI. I I I •'\ \ \ 13:ALL DISTURBED AREAS SHALL BE RE-VEGETATED UPON COMPLETION /� O \ I I \ OF CONSTRUCTION.. .. / r .r� a�• r. . . IlI�e�ai,o . .. /_ /�,•• �G/- �����////�/ ��.L' �:/ / / 4�• .: ..ti�W —� —J I' ` ---^- •. •14.CONTRACTOR SHALL:RECOVER STONE THAT FELL FROM SLOPE AND ' � / ., //// :, � ��' . J- � \ � I I \ q •, .PLACE AT TOE OF:SLOPE. •rr /r r. l�Ill�i� r / / 15.CONTRACTOR.SHALL:EXCAVATE FOR STONE.REVETMENT AND PLACE /�/ ,/ .a. I �. .. - SUITABLE ON-SITE LOPE TO REPLENISH TER l• E3432301.603 - - B � MATERIAL ON H LOST MATERIA JY,�p�. %j�%/��/%%/�/%/ �152` , / ��� /�� MEET EXISTING SLOPE AT EL 26.00t I IL 1 \ \ 2^J "'MI'm - . , .EXISTING TREE TO BE REMOVED 1 I I I. \. \ O.' / V Nx /IIl'I I / . ./ / I I JAN - wzZ z2 e o� �' �'2z e � I /• � Soutileid Tc1rn 10a2:919 24' ��r /�/� / .n, J o ,�pb� //'� �• / OWNER: SAMUEL HOLT ( R S Ed4322 3.819 bg / m ADDRESS: 500 SOUND DRIVE f 26b± „� l + q`O% y,,o I / / RT, NY 11944 SC�#1000-03300-0400-033000 �i r 11 u/ / �/ q / FILL SLOPE WITH SELECT FlLL� �� �/� - / ve OWNER: JANE S. MARiO RIVE c q�4ar/ r�%iR„n,r , ✓s 4�� ”; ADDRESS: 700 SOUND DRIVE V / AND PLANT WITH VEGETATION "• Tri � vt $e _� GREENPORT, NY 11944 a (SEE SECTION A-A)11 v a ,b � / / Q��V(v SCTM x 1000-03300-0400-032000 ' r I ./ OSID36.642' /� // ` 117'f 191•f / •I 2l ���� g I ' O / / Oq / / E.,N254.709EL P,, SITE PLAN LEGEND SCALE 1"=20' (22"X34") + (5.00) EXISTING SPOT ELEVATION SCALE 1"=40' (11"X17") SCALE 1"=60' (8.5"X11") 17.001 PROPOSED SPOT ELEVATION DATE BY DESCRIPTION APPROV. BY 3 - PROPOSED ARMOR STONE 20 0 20 40 40 0 40 80 REVISIONS -- -------- - ---- - - ---- -- VVN-OF-SOUTI90LD---- ---------- ---- -- PROPOSED SLOPE STABILIZATION WITH -------- SCALE IN FEET tet" ` VEGETATION AND PERMANENT EROSION (22"X34") scALE IN FEET SUFFOLK COUNTY,NEW YORK CONTROL MAT (11"X17") GREENPORT SLOPE STABILIZATION 60 0 60 120 100 SOUND DRIVE X PROPOSED TREE REMOVAL GREENPORT,NEWYORK � „o � � � SCALE IN FEET GENERAL PLAN LIMIT OF DISTURBANCE (8.5"X11") L. K. McLEAN ASSOCIATES, P.C. 3 CONSULTING ENGINEERS 437 SOU1N COUNTRY RD.BROOIOUYEN,NEW TORK 11719 De,Iq"ed By: KJM scale: AS SHOWN Shea BEARINGS SHOWN ARE IN NEW YORK STATE PLANE DATUM: SPNW=3.24± ADJACENT WATER BODY: o COORDINATE SYSTEM NAD83, LONG ISLAND ZONE. 3 OF 4 o APPLICANT NAME: PROJECT DESCRIPTION: SLOPE STABILIZATION APNW=2.241 LONG ISLAND SOUND Drawn By. RAC Dote: DECEMBER 2021 JERRY LASTIHENOS APLW=-2.84± of ELEVATIONS REFERENCE NAVD 1988 (GEOIDI2A). Approved By: RAS Flle No. 21152.000 NOTES 44 ------- 1. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. 42 2. HORIZONTAL DATUM IS IN THE NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, LONG ISLAND 40 ............ ........------- ZONE. 3. THE VERTICAL DATUM IS NAVD88 (GEOID12A). 38 ...... -------- -------.........------ ........... 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREA IN KIND. 36 5. CONTRACTOR SHALL NOTIFY NEIGHBORS TO THE EAST AND WEST SIDE OF RIGHT OF WAY OF THE 34 -------- PROPOSED CONSTRUCTION START TIME. - 6. CONTRACTORS SHALL REMOVE ALL DEBRIS, UNSUITABLE FILL MATERIALS AND DISPOSE OFF SITE AT 32 —---------- A NYSDEC APPROVED UPLAND DISPOSAL AREA CONTRACTOR SHALL ALSO CLEAR AND GRUB EXISTING VEGETATION WITHIN FOOTPRINT OF PROPOSED WORK. 30 -----------­-- 7. FILL SHALL BE FROM ON-SITE OR LOCAL SOURCES. 28 17'-4'* —, 10'-6" 21- B. CONTRACTOR SHALL ACCESS THE SITE VIA BARGE FROM THE LONG ISLAND SOUND. 26 9. ALL EXCAVATED MATERIAL AND DEBRIS SHALL BE LEGALLY DISPOSE OF OFF SITE AT A NYSDEC TL. 25±.%I FxisnNG si nPE AND APPROVED UPLAND DISPOSAL AREA, 24 MEET EXISTING VEGETATION TO REMAIN — I _UE­L2_6.0_*)_ AN HEAVY DRY RIP-RAP SHALL BE A PRODUCT OF LEDGE ROCK AND CONSIST OF STONE HAVING A MINIMUM SPECIFIC GRAVITY (SATURATED.SURFACE DRY, S.S.D.) OF 2.48. GRADATION OF HEAVY 22 -RAP SHALL RANGE FROM 0.75 TO 1.25W AND 75 PERCENT-SHALL WEIGH AT LEAST W. T, WHERE W SHALL BE THE WEIGHT OF THE INDIVIDUAL ARMOR STONE. THE SIZE OR WEIGHT OF 1 7mv, 20 \—PROPOSED-- THE INDIVIDUAL ARMOR STONES ARE INDICATED ON THE PLANS. THE GRADATION SHALL BE BIO-FIBER UNIFORM ACROSS THE STRUCTURES SLOPE. THE TOP AND BOTTOM SURFACES OF EACH STONE EL 19± SHALL BE APPROXIMATELY PARALLEL TO EACH OTHER AND THE SIDES APPROXIMATELY ROLLS, 16-INCH PERPENDICULAR TO THE BOTTOM AND TOP. AM/ PAN, lAt • \—P -11.THERE WILL BE NO QLL PLACED BELOW S.P.H.W. _R ENT- EfRh&ANENT_MQ5l0bL CONIR6L 12 " 16 EVE-'rMluF' u GEOTEXTILE CUTLEX TYPE 1 OR VKUVLU tIJUAL 12.THERE SHALL BE NO EXCAVATION OF THE EXISTING SLOPE. AV 14 EL. 13+, '! 1:1.5 MAX 13.ALL DISTURBED AREAS SHALL BE RE-VEGETATED UPON COMPLETION OF CONSTRUCTION. 12 2 ROWS OF 3 TON HEAVY SLUVL LET T ARMOR STONE, TYP. 14.CONTRACTOR SHALL RECOVER STONE THAT FELL-FROM SLOPE AND PLACE AT TOE OF SLOPE. r f 1.5.CONTRACTOR SHALL EXCAVATE FOR STONE REVETMENT AND PLACE SUITABLE ON-SITE-MATERIAL ON TGE eF Re&=fME?fF Eb 7 SLOPE TO REPLENISH LOST MATERIAL. 6.5- -\---SELECT�4LL­OR-- _ Lm 2JSLANQ_SWND RI IrrARI F QN-RITF 6. 24 A.P.H.W. FEV 9994k� _ - PR P 1 . . . FABRIC 0- m _!Ll&- -� = T_ =- EXCAVATE SOIL WITHIN FOOTPRINT OF A2_LM_El_EV_ -2.84± vHUIlU5t.0 1.0 ImIum— ­­UI'LANU UP tAYER-BEDDING-STON., KEVEMENT--(80*CY)(SEE`NOTE-2y--. W50-586EBS (57±L-f) 6 SLOPE STABILIZATION SECTION A—A 1-"=W (22"X34") 1"=10' (11"X17-) 1 15' (8.5"X11 JAN Southold Town and of Trustees 8 b, DATE BY DESCRIPTION APPROV. BY REVISIONS ----TOWN OF SOUTHOLD-------- SUFFOLK COUNTY,NEW YORK GREENPORT SLOPE STABILIZATION IGO SOUND DRIVE GREENPORT,NEWYORK E� A. MISCELLANEOUS DETAILS L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS "I SOUTT COUNTRY RD-,BROOIGUIVEN,MEN YOU 11719 Sheet No. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE DATUM: SPHW=3.24:k ADJACENT WATER Designed By-. KJM S..I.: AS SHOWN COORDINATE SYSTEM NAD83, LONG ISLAND ZONE. 0 APPLICANT NAME: PROJECT DESCRIPTION SLOPE STABILIZATION c APHW=2.24:k LONG ISLAND iO-.-.D'y] P.-By. RAC Got.: DECEMBER 2021 4 OF 4 JERRY LASTIHENOSELEVATIONS REFERENCE NAVD 1988 (GEOIDi2A). APLW=-2.84± Approved By: RAS Rita No. 21152.000 .. SURVEY OF DESCRIBED PR PERTY'. .. ,• _ SITUATE AT .. .. . D � C El� V E GRE ORT TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK LONG ISLAND-SOUND A- 1 R 1.819f ACRES .JAN 4�i, L ARE 79 25 t SQ.FT.'O Southold Town �LDl NOP ANVstaes uv ;,G.,°. ''i•" � . �1��&. �':"L� °' Zi y��/'° _ .. .. teps Beach ... ;SUBJECF PARCEL • my :T.�.*w .,.,( �£a¢a Lin •w„ ���.., .� ` .. LOT 22 �:: `01•� \ 1Ii. .. , `. vwH' 'A�F _ ... .. .. N� o� `�, w IA+arw ax/�i ';\�\ CYNTHIA AND KLEIN .. .. - L: .?i KEY MAP' / - •3 l\\ wriim "�.T•\ -\.. .GERI ARMINE KLEIN TSS. .. .. .. `. ` \ .. .wu .��' ~ �"` 'moo. :'� •'yI � '\\. .• .. .. .. as FIR o - �� \ LEGEND:' `,./. I I \\ .0 2• \ y\\ \ .. Q........nttlmrour TR££ .: •. -.:• y .% .. .. 9 w O':::::"n£LTn�ur uveae 9 \ .. : ..: .• \.: #•i Lb .. ®........ELECTRIC .. • • .. .. .. .. - ...... BWLDER .I !1 \ \fjt VINDCV Vat /'p #� \\\ DRL•• ..IlPAUUGL/R®F LEA➢£R \ AVERAGE MIGM v Tea LIRE .. .. /.. - . + .v�I e•• \' .. .. A/L.........AIRT LONDITf�E'R. JJ # � •uT \ �lS, fP aGE OF PAV £NT .. - /' �I`. I .I- ..�. \w\ \\ \# •a, \ NN v .........sFa,rnw£0x I . 559••:......POT cc-- -I— E f[1M ..LAMP PQS MAR3B, NOTES .. .; •: LOT 23 ' 1',�.. ..LAMP P.T. 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS... - �W •' • 'A' •• ' s 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, \\,, LONGISLANDZONE .. \ `\'� •ti� �•'P\\ .... .. .. ... .. 3. ELEVATIONS REFERENCE NAVD 1988(GEOIDI2A). `" mow: 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED ... ..\. „/ j/ �\ \\ „ 200 —_ LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE s NEW YORK STATE EDUCATION LAW. .' '. .. .. \ \.. .� %" / / ,••°'� \ \ .",' .' . —� .. .. � . 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEYMARKED WITH AN ORIGINAL OF - THE LAND SURVEYOR'S'EMBOSSED'OR'INKED'SEAL SHALL BE CONSIDERED:TO BE - .. 1,3."i-„�;/'v';S VALID TRUE COPIES. _ _..._. �l�IGI\ \` P �°� .. ... ... . \, n/� y. a �.\ 6. CERTIFICATIONS INDICATED HEREON SIGNIFYTHAT THIS SURVEY WAS PREPARED IN - — 32,54w "' r •w � ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS• .$83w .. .\\ \ �>av�"T • .. ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL-LANDSURVEY .. THE SUROVEYIS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,OR WHOM D 'DR _ �_ _ SOUND,�•�VE',':- - - DESCRIPTION - APPROV. BY DRIVE „ DATE BY S�UNI)v cNDr OPENl s DRI REVISIONS GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE � �� � � � � � •"'� � _�— � _ ' ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE .. .. TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. � � � � � - � � .. PaRm�aT �-- 'A' " Town of Southold' To S ld _ m Suffolk County, New York 7.-RIGHTS-OF-WAYNOT SHOWN ARE NOT CERTIFIED. ivy 100 Sound Drive B., THE SURVEY CLOSES MATHEMATICALLY. � � � � � - .. -- 6j Green ort, New York 7 TOPOGRAPHIC SURVEY GRAPHIC GRAP SCALE \ L K McLEAN,ASSOCIATES, • ao o s., ro eo m CONSULTING ENGINEERS & LAND SURVEYORS suPFouccouNrvREALPRORERTYTAKMAP Ihereby ceNlfythat this map was made h'omanacfualsurvey 437 So.,COUNTRY ROAD, BROOKHAVEN,, NEW YORK DISTRICT 1000 .• oomplefed by me on 10/122021. SECTION 033.00 ,., _ Sheet No. BLOCK 04.00: .. .. (W FEEL' .. .. .. .. Seale: – .. Lor 035.003 - L S esigned a C.M, 1' 30' .. .. 1 Inch 30. R. .. :. .. S N P.L.S. 1 \ TAMARAL STILLMAN,P D Y NYSPL o.50528 Drawn Hyp D.M. Date: 10/13/2021 Pp v TA Rt- 21152.000 Il "rE re.mn°se,ra...r mPeur..ra.,,use.°oo.as re�e or.M,wrew a.,v.,ul wr vA m,w°aeu.m - .. Approved B� File No. .. R9w9�a9 ,2.a6m= ,°2699 m-+999 oz-a,.a2 ,mR 349.0) rn,9u6 m-was s 22 9s 092509 0&0,11 1� I 50Jlp rLR a�Na �� SEE 6EL.N0 �`�•I t6 ,»a0 lb IS2 e 11 u GUN p I 5^Np / ; m � ` � F°,�s ��.wmy° s,., d+ O,p�a.• t la \ /' qpm a`"•h «•« F.•+s �,` a• yy C''Gs { 6 qyA� � �••• gG�� .?s+P- +e° ,.,d9 t , b�'@ �s�,A^.«Fa ye Fl.i ^' ae.+ q'P+• /,.i' ° ^'� oy a .n,,•,a'y a°,,, r> FP �'Q�. �•",�, s'F � a°y,f4 rh ^,P ^05 , � M1t qy9 F A AAs=ty t � � SpUNp• t �,�v' °+ a«^F M1° add tya x�,bt. `/� _ + +6 91A ? +° u`�, w M16 B+a"' p,Bv^o'f o o°«F� �� b� •6. �G �' � B . F {r.a "'°2y S Ow •6" F ty y • .,`F � r&,c t` \y' "w ^ 1 M1 Brw .(1 ° r {rn r9 �a w.�� ^6 .�,^q " ol6 $to 51AW) Ul A(cl 9"n 6 D m a F a � M _ ^ypA ,.1 Et pON 3Z A•o 6 wam y^° }^ 1I � tzar) "' ^e nn 6 $� GO ae1 •. ,, ` ytP•� / ' I� + O w m{ w° wi ® A° rwi a °a •"� B B.)y 1 is s +° �� A \9 a..9� V$ro , F s ^' {� ^'"°_ la's% rm ' ^+6•NPi +° �g�Y 74r'm zA �s 0 a,�f•e tp .� t-ZD�y��/ r I �a+ooF„srwm vp 'a°FE B,y —SONE L NOTICE GPij' COUNTY OF SUFFOLK © K [" SOUTHOLD SECTION NO Gw�w.�..".w w 21 E —� l ) Rea oProperty Tax Service Agency r w'0.b 01 r w09 o, N u..+wm' Y–,-- _ y uv --- �`a --`-- �u--•-- vuavErsrc,uts[mnc[zrExcv CunNGnUrRlvnTe60�NY,100, M a� 033 O .w n .w �z,•tela,iz in +•� —__— o.wi.. --.-- w.a,w--ww-- ' wv r rN0 +A'e.�{0�, A a96 o um 1000 ---- P PROPERTY MAP mnv9usioxwrezu�s.n,�