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HomeMy WebLinkAbout1000-33.-4-32 OFFICE LOCATION: OF S0(/ryO MAILING ADDRESS: Town Hall Annex ,`O l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd.'&Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 G aQ 00UNT'�,� 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 Re: LWRP Coastal Consistency Review for VINCENT J. MARTORANA SCTM#1 000-33-4-32 . L.K. McLean Associates°on behalf of.VINCENT J: MARTORANA requests aWetlarid Permit and a Coastal Erosion Permit to install a 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.ft.; 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.1 V 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'±); to avoid heavy stormwater runoff/point discharge onto the slope and provide storage prior to the crest of the slope, construct a berm along the tree line in the backyard of.the property using select fill planted with topsail andhydro-seed with the top of the berm to be at elevation 55.50 (NAVD88); the slope on the berm shall be no shallower than on a 1.OH to 1 V and not steeper than 4H to 1 V; on the southern portion near the toe of the slope is an eroded area, to stabilize this area install a 3'x3'x9' gabion basket followed by a proposed soldier pile and lagging wall consisting of steel H-Piles and 4"x8" Greenheart timber sheeting; approximately 6.2'± of the slope above the proposed soldier pile and lagging wall will be replanted with native wetland vegetation and a permanent erosion control mat. Located: 700 Sound Drive, Greenport. SCTM# 1000-33-4-32 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 S 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 storm water? 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 VRECEIVEDLWRP CONSISTENCY ASSESSMENT FORM 0 4 2022 old Town A. INSTRUCTIONS ing Board 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.northforknet),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#1000-03300-0400-032000 The Application has been submitted to (check appropriate response): Town Board 1-1 Planning Dept. F]Building Dept. 1-1 Board of Trusteesx❑ 1. Category of Town of Southold agency action(check appropriateresponse): (a) Action undertaken directly by Town agency(e.g. capital F construction,planning activity,agency regulation, land transacti ) 4 ❑(b) Financial assistance(e.g. grant, loan,subsidy) (c) Permit,approval, license, certification: El Nature and extent of action: See attached Project Description. Location of action: 700 Sound Drive, Greenport,NY 11944 Site acreage: 1.03 Present land use:Residential Low Densily(1 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: Vincent Martorana (b) Mailing address: 700 Sound Drive, Greenport,NY 11944 (c) Telephone number:Area Code(516) 356-2687 (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 ❑ No FX]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 0 Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life,structures,and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes [:] No F] Not Applicable The Project is consistent with the policy since it will provide slope stabilization with a heavy armor stone revetment,and it will avoid heavy stormwater runoff into the slope with the construction of the berm,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 F Yes F No ❑X 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 i 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. F]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. 0 Not Applicable F]Yes [:] No 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 0 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. FX]Yes No [—] Not Applicable The Project is consistent with the policy since it will provide slope stabilization with a heavy armor stone revetment,and it will avoid heavy stormwater runoff into the slope with the construction of the berm,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 FX 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. F]Yes [:] No FX 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 [X Not Applicable .Created on 5/25/0511:20 AM Proiect Description This project entails the installation of a stone revetment, construction of a vegetated berm and gabion basket with soldier pile and lagging wall to provide slope stabilization and reduce storm water runoff at 700 Sound Drive off the Long Island Sound. The site is located in Greenport, Town of Southold. The existing land on the north side of 700 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. r' Y' Photo 1: Image take on 10-19-21 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 the 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 stone revetment at elevation 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 stone revetment 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'±). Section B-B (Vegetated Berm) To avoid heavy stormwater runoff/point discharge onto the slope and provide storage prior to the crest of the slope at 700 Sound Drive, it is proposed to construct a berm along the tree line in the backyard of the property. This berm shall be constructed using select fill planted with topsoil and hydroseed. The top of this berm shall be at elevation 55.50 (NAVD88). The slope on this berm shall be no shallower then on a 10H to 1 V and not steeper than 4H to 1 V(see general plan for additional grading information). Section C-C (Gabion Basket) On the southern portion near the toe of the slope at 700 Sound drive there is an existing boat house that is accessed by a timber staircase at the crest of the slope. On the backside of this boat house there is some erosion occurring. To stabilize this area, it is proposed to install a 3'x3x9' gabion basket followed by a proposed soldier pile and lagging wall. The soldier pile and lagging wall will consist of steel H-Piles and 4"x8" Greenheart timber sheeting. Approximately 6.2 '± of the slope above the proposed soldier pile and lagging wall will be replanted with native wetland vegetation and a permanent erosion control mat. Page 2 of 2 GREENPORT BLUFF STABILIZATION AT 700 SOUND DRIVE, GREENPORT NEW YORK «�r «ri PHOTO 1 (SEE EXISTING CONDITIONS PLAN) aw ;i 4 Y --4-•�. PHOTO 2 (SEE EXISTING CONDITIONS PLAN) GREENPORT BLUFF STABILIZATION AT 700 SOUND DR, EXISTING CONDITIONS PHOTOS OCTOBER 2021 L I I tit it GREENPORT N.Y. L.K,McLEAN ASSOCIVES RC, a't�di f +Y �r Ax PHOTO 3 (SEE EXISTING CONDITIONS PLAN) f TW- PHOTO . t 4 (SEE EXISTING CONDITIONS PLAN) CREENPORT BLUFF STABILIZATION AT 700 SOUND DR. EXISTING CONDITIONS PHOTOS OCTOBER 2021 Lit GREENPORT N.Y. L,K,MCLEAN ASSOCIA-ES P,C, V,��;. ; PHOTO 5 (SEE EXISTING CONDITIONS PLAN) Y B PHOTO 6 (SEE EXISTING CONDITIONS PLAN) GREENPORT BLUFF STABILIZATION AT 700 SOUND DR. EXISTING CONDITIONS PHOTOS OCTOBER 2021 LilitiA GREENPORT N.Y. L.K,MCLEAN ASSOCIA-LS P.C. iamw or,sw R olp Eox PCE xC ,;L� Off' ,• • y 'a ` as.a ieNq 3X0 Yi a UN _ � �o� �' � " 'a, Gyp ° �,• � / 5�'�, °�•' ,e° „^ t` +y^"� y stm y °ts � ^' tin yd..` / n � °, 2 s. 4 1°. 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AP Y IN 1 inch 3o 1ft �\ / REVISIONS ... .. .. .. .. \ .. ^ . .. `ufolk'Of County, New Yo O1. rk 700 S To 0 Suffolk ou d .Drive GRAPHIC SURVEY, L. .. McLEAN ASSOCIATES, P.C. .. CONSULTING ENGINEERS :Ac*LAND SURVEYORS SUFFOLK OOUNTYREAL PROPERTY TAX— •.. .. - - 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK O/SR/CT 7000 '' I herab certify that this map was made from an actual survey - SECTION 033.00 " completed by me on 101122021. •' Designed By. 'C.M, ScDle: 1°= 3DB BLOCK 01.00 - : Sheet No. LOT 032.000 .. - ' TAMARA L.STILLMAN,P.C.S. ernwn By- D.M.• Date: 10/13/2021 ll NYSPLS No.50528 Approved:By, T,1 S, File No. 21152.000 Il ro arxrr reamara,�s...r nPewA•°m°.Dusz9m 7m sam w.9v.°raro ez9,Ra,.uT Pli Rr.x oNAe, . 0GREENPORT � 0 � �� 0 � 0 SUFFOLK COUNTY , ' NY INDEX— N — SHEET NO. DESCRIPTION 22 •Eu�`'�. • _ 1 TITLE SHEET •;4• £. 2 EXISTING CONDITIONS Golf Course • •.• 3 GENERAL PLAN E - 4 MISCELLANEOUS DETAILS-1 33 PROJECT LOCATION 18 "LONG-1SLAND s MISCELLANEOUS DETAILS-2 24 Golf 34 aY SOUND ,---� \ ( \7 bourse z 69 11b24 ••. •2 �• p . C FIVE T 21 • va O O• • y _ . o JAN 3 2ozZ Inlet Pt tiding �°° -:y:" ew. 1 • • O Southold Town bard bf Trustees •.: o , _. I / .' gNLET00, i POND i n � ' .\ Gr ill r''� .meq zs1 �.• r 'O NT1� rn I V. OU. PO• . � ns• Parker Rack /a Q PARK i ,QP -j�oo•,;` �• jertier Mt all Uy . �' • ,� .., Lake. stOa �yy2►b 00: 25 O N { ast W t r-� QQN 1 H l• / t(?2 w. Campg�• Tf a 6nt , ��npG kl\ el a 0 LOCATION MAP N o 1000 0 1000, 2000 _- SCALE 1"=1000 Fr c PREPARED,-AND RECOMMENDED BY: SITEPL•ANS FOR GREENPORT DATE: BLUFF -STABILIZATION o RAYMOND DiBIASE,P.E.,-NYSPE Lic.No.56985 LIMA L. K. 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'• :.� ��"a t, '". �.s�e Il � I ..:.vY. . ...Ktiv��� .If••r.�C'�i;k..,J. .-.� .�xw,..,' ' vsa. `F ir' .>r.,,t)s`.r�.s.. �-�_.:1-^_ ...,_,yhael�re��__rd"'➢•= ��' ,stwut,,. {`.trL,.i �� �•� •• • • 1 � • � � • • • 1 __,r e •,i' �, '� .{•��� IIIIIIIII II IIIIII�iI 111111 • • 6, sums • • • • MAWMIMAIW N y 1 1 1 111 NOTES: XZ - - 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. 2O 2. HORIZONTAL DATUM IS IN THE NEW YORK STATE PLANE COORDINATE SYSTEM NADB3, LONG ISLAND ZONE. 3. THE VERTICAL DATUM IS NAVDBB (GEOIDI2A). 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREA IN KIND. Ali ��/j•7/ /m�/�/// ` a ""� \ \ \ \ 5. CONTRACTOR SHALL NOTIFY NEIGHBORS TO THE EAST AND WEST SIDE OF RIGHT OF WAY OF THE //��//p/�� / / -- PROPOSED CONSTRUCTION START TIME. . - - �/ / •/.I IJ/ ��"�/ /��� //// / ///// / /\• •ega ,� \ OWNER: JERRY LASTIHENOS _ /• ��/ / ADDRESS: 100 SOUND DRIVE \ \\ \ .6. CONTRACTORS SHALL REMOVE ALL DEBRIS, UNSUITABLE FILL MATERIALS AND DISPOSE OFF SITE AT / / �/ �� ��///�� ���///j 3, \ --GREENPORT, NY 11944 \ \ - A NYSDEC APPROVED UPLAND DISPOSAL AREA. CONTRACTOR SHALL ALSO CLEAR AND.GRUB ---LONG-ISLAND-S-OUND—� -- -/ � (—. t /- ' �%%//////D//— / /// // / T o Q L k \ �1000-G33oo-poo - �� ETATI Fp - — / �• /fir // MIR /���� / �0 035003 � SHALL BE FROM OIN-SITE OR�LOT L SOROPOSED-WORD I:4H M///� • 7 LOCAL SOURC ,[ x" ItJ 4 W' YZ \� I��•'l�� ` ,8. CONTRACTOR SHALL ACCESS THE SITE.VIA BARGEE FROM THE LONG ISLAND SOUND. 2 ROWS OF 3'TON HEAVY e / "`'/y /' "0'111 IMUN // �/� ///�..,I , o / / / � pi,, ( � \ •_\ ` \ 9. ALL EXCAVATED MATERIAL AND DEBRIS'SHALL BE LEGALLY DI // \ _\ SPOSE OF OFF SITE,AT A NYSDEC .ARMOR STONE. TYP. (135tCY) //� /' / ///1111 /���� // /Jl j•,,,,/ / - a m� , \ \\ \' APPROVED UPLAND DISPOSAL AREA. . SEE NOTE 14 / �` y° / j°'/"� f / �� �� /����/� 00 I •'��' z26 \ \ \ \ 1 \ A _ 10.HEAVY DRY RIP-RAP SHALL BE A PRODUCT OF LEDGE ROCK AND.CONSIST OF STONE HAVING A OF REVETMENT EL 11.01w( MINIMUM SPECIFIC GRAVITY (SATURATED SURFACE DRY, S.S.D.) OF 2.48. GRADATION OF HEAVY .. / " ' RIP=RAP-SHALL RANGE FROM'0.75 TO 1.25W AND 75 PERCENT SHALL WEIGH AT LEAST W. 26't� � �/ ', WHERE W SHALL BE THE WEIGHT OF THE INDIVIDUAL ARMOR STONE. THE SIZE OR WEIGHT.OF I ,1 I / � �� / THE INDIVIDUAL ARMOR STONES ARE INDICATED ON THE PLANS. THE GRADATION-SHALL'BE �9. 1 ( ` � UNIFORM ACROSS.THE STRUCTURES SLOPE. THE TOP AND BOTTOM SURFACES OF EACH STONE �� � ✓ _ L� 1 1 SHALL BE APPROXIMATELY PARALLEL TO EACH OTHER AND THE SIDES APPROXIMATELY :�///1 / / //j O��/��� /11B•t� MEET EXISTING SLOPE AT EL 26.00t I - I .\ \ PERPENDICULAR TO THE BOTTOM AND TOP. OWNER: SAMUEL HOLT EXISTING TREE TO BE REMOVED / f / r I ADDRESS: 500 SOUND DRIVE 11:THERE WILL BE NO FILL PLACED BELOW S.P.H.W. GREENPORT, NY 11944 / ,,,,,/. // E3432279A26 //� 9P•t / ! I I \ 12.THERE.SHALL BE NO EXCAVATION OF THE EXISTING SLOPE. �J�a ` I I I I �.� 1\ 33000 SCTM /1000-03300-0400-0 13.ALL DISTURBED AREAS SHALL.BE RE-VEGETATED UPON COMPLETION OF CONSTRUCTION. / 3 55.60 3 r // /// I '3, �1, }/G r /� // 14.CONTRACTOR SHALL RECOVER STONE THAT FELL FROM SLOPE AND PLACE AT,TOE OF SLOPE. C15.CONTRACTOR SHALL EXCAVATE FOR STONE REVETMENT AND PLACE SUITABLE ON-SITE MATERIAL ON /// / /cy �.' / / / "' 1 /v / C55.34> •00 O o� �'Zr. / ` \\\��� SLOPE TO REPLENISH LOST MATERIAL / 24't �.�// (55.05) FILL SLOPE WITH SELECT FILL AND �� /��/ 5.50 12'f PLANT WITH VEGETATION (SEE / N3s1Da2.]es V 1 r EN432243819 Ni351D16642 ° 1 SECTION A-A)/ /�A / / / 1432254.708 //���/ S.So .% /• ) `a /� td��� 1 I / / /11 /l / l I 4.45/(54.76) a 9/ �Ad /�// / " (54.44) .:: .06 �`" / (S,r I JAl OWNER: JANE S. MARTORANA ADDRESS: 700 SOUND DRIVE / ^!/ /�/ / �' //i✓% """ /����% 5 . 4 oO° ��` `�//�/ ��� / 7 GREENPORT, NY 11944 / M •1 /-// 1'w /r /g•ti ��'% //�/��� C54.73)/ .` �o`� A / SCTM1000-03300-0400-032000 55.08) —n � // �/ ���/. inH97>�4 b ,ob! / {... /•�. per'4� / / - �.. /�//'////�//://./l//��j/am�/�%%//// �,//���/%/%�%�/�/1////ll/l/Gll%lll%llll� / /l�//✓%///�l/l0/�////�/�/j/%/�'/o/'!t1z E I V%%/l /O //�� 1(55.34) "(55.35)" �, . \v / ��/ ' 4 "Oy /T / / / / / e/ i• _ ! .. � / �. - ;:JAN �- ,y//� /j,o`t' (55 0�_ ss. o-.� 1s' 06 �- - - 5.51 'dor �., / I �e i 1: / j7-1- /, // •\ / k� ' opo ,��,� r = / / f / — i Southold Town,; /• / J PROPOSED VEGETATED o, - , \/ i p �/ - - s / PROPOSED 3'X3'X9' GABION SLOPE (55.17). (U /-. /� ( S 7N1_ 6 e a / BASKET AS MANUFACTURED BY MACCAFERRI OR APPROVED EQUAL /N .90.SS.90 N OWNER: CHRIS STRATAKIS 109,00C PROPOSED VEGETATED BERM GREENPORi NY 7944 DRIVE. 1 i (SEE SECTION B-B). SCTM 1000-03300=0400-005000 PROPOSED SOLDIER PILE n° AND LAGGING WALL PROPOSED.TEMPORARY - e SILT FENCE. SITEPLAN ' o SCALE 1"=20' .(22704") LEGEND- :: SCALE 1"=40' (11."X1 7") +(s:Doi EXISTING SPOT ELEVATION SCALE 1"=60' (8.5"X1 1") *�-17,00I PROPOSED SPOT ELEVATION ^ ,U PROPOSED ARMOR STONE - -DATE BY DESCRIPTION -APPROV. BY o L PROPOSED 3'X3'X9' GABION BASKET 20 O 20 40 40 o 40 ao REVISIONS TOWN OF SOUTHOLD PROPOSED VEGETATED BERM SCALE IN FEET SUFFOLK COUNTY,NEWYORK SCALE IN FEET PROPOSED SLOPE STABILIZATION WITH (22"X34") GREENPORT SLOPE STABILIZATION ° VEGETATION AND PERMANENT EROSION 60 0 60 likiii (1 1'X 17') 120 GREE PSOUND DRIVE ORT,NEWYORK r CONTROL MAT PROPOSED SOLDIER PILE AND LAGGING WALL GENERAL PLAN e SCALE IN FEET -% o x PROPOSED TREE REMOVAL (8.5"X11") L. K. MCLEAN ASSOCIATES, P.C. - _ CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN,NEW YORE 11710 LIMIT OF DISTURBANCE heat No. r BEARINGS SHOWN ARE IN NEW YORK STATE PLANE Designed By. Ki M Scale: AS SHOWN 'n APPLICANT NAME: PROJECT DESCRIPTION:SLOPE STABILIZATION COORDINATE SYSTEM NAD83, LONG ISLAND ZONE. DATUM: SPHW=3.241 ADJACENT WATER BODY: �� APHW=2.241 LONG ISLAND SOUND Drown By: _ RAC Doi.: DECEMBER 2021 3 OF 5 of PROPOSED TEMPORARY SILT FENCE JANE S. MARTORANA ELEVATIONS REFERENCE NAVD 1988(CEOIDI2A). APLW=2._841 - A d ppro-d By: RAS Flle No. 21152.000. 46 - -= -..._... -- --- __....._..---....._.... _ _ --- ---- ------- _--—-- '--.... '---------- - NOTES: 44 _ —___ __._._._._._.._.____-._...__..._.__.____..__V._.__.____._.____—__..___..__ —________._—_ ___.— __—__.____,_, ______-_,__--_______--______.___ 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 ZONE. 40 - __.-------._.-__-_..._____._.__.._...__..__....._._..__---------......------------_.—__._ ___.__ __..-----_----_----_-_---------_------------_ ..._..----...__.----_._.___------_---__—� 3. THE VERTICAL DATUM IS NAVD88 (GEOIDI2A). \/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. - - ----'-.--_--------...-----....._....._..._----.-._.__.-------'-----'-'_--'-- - _ ____.____..-------_..__.-..._..---.._..____-..__._. - - - - - - % - B. CONTRACTORS SHALL REMOVE ALL DEBRIS, UNSUITABLE FILL MATERIALS AND DISPOSE OFF SITE AT A NYSDEC APPROVED UPLAND DISPOSAL AREk-CONTRACTOR SHALL ALSO CLEAR AND GRUB DfISTING-VEGETATIOWWrFHIN-FOOTPRINT-OF-PROPOSED-WORK-- -- _-._._..-_-'_..____..__-----' --- _.._'-'----_-_----...--_ -._--_-- E FROM-ON=SnE-OR-LOCALSOURCES p 17'-4't 10'-6'3 21't / B. CONTRACTOR SHALL ACCESS THE SITE VIA BARGE FROM THE LONG ISLAND SOUND. 2 S --.-- . — ---- — `— 10' 't r-- .. .. .. R SHALL BE LEGALLY DISPOSE OF 0 EC 9 ALL EXCAVATED MATERIAL AND DEBRIS FF SITE ATA NYSD 26 - - -—- - —�- - --- EL. 25t ..APPROVED UPLAND DISPOSAL AREA. 24 -- -"-- — - - - ----- - MEET EXISTING VEGETATION REMAIN 10.HEAW,DRY RIP-RAP SHALL BE A PRODUCT OF LEDGE ROCK.AND CONSIST OF STONE HAVING A _ ,.�.: — (EL26.Ot AND l3� P-f20fiCCTED MINIMUM SPECIFIC GRAVITY (SATURATED SURFACE DRY, S.S.D.) OF 2.48. GRADATION OF HEAVY UUK_._._..._._.._._-.._._.._.____._._______.____._._._...._-.__-_---- - 5 TO ERC 22 - -�___ .__._�____ ___.___ __-__ __ I. _ -_-._—__- RIP RAP SHALL RANGE FROM 0.7 7.25W AND 75 PERCENT SHALL WEIGH AT LEAST W. . WHERE W'SHALL BE THE WEIGHT OF THE INDMDUAL ARMOR,STONE. THE SIZE OR WEIGHT OF STONE ' u. THE INDIVIDUAL ARMOR,STONES ARE INDICATED ON THE PLANS. THE-GRADATION SHALL BE 20 .P_F20!?OSE0. UNIFORM ACROSS THE STRUCTURES SLOPE. THE TOP AND BOTTOM SURFACES OF EACH ' SHALL.BEAPPROXIMATELY PARALLEL TO EACH OTHER AND THE SIDES APPROXIMATELY 18 • _ROLLS, 16-INCH .PERPENDICULAR TO THE BOTTOM AND TOP. 11.THER WILL BE NO FILL PLACED BELOW S.P.H.W. • 16 _-.-..._ -_____ __- REVETMIUF - ,.•: _ .^z s` � PERM9.d.E�_E80.51-ON_CD.t�6.OL- _ ..JF . �n.'K'-"'.::: ;•-:a GEOTEX-TILE CUTLIX TYPE 1.OR - 12,THERE'SHALL BE NO EXCAVATION OF THE EXISTING SLOPE. ' A�'FKUvw EQUAL1.4 _ - - - 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 .y;:` - --. .. . ARMOR STONE, TYP. ;�;�;va,^. .j";.'. 14.CONTRACTOR SHALL RECOVER STONE THAT FELL FROM SLOPE AND PLACE AT TOE OF SLOPE. O - -,.�._._____. 35fCYj(SEE-AD �. .,��, X'h,:.- ______. ._—__- -'--- . ;f 15:CONTRACTOR SHALL EXCAVATE FOR STONE REVETMENT AND PLACE SUITABLE ON-SITE MATERIAL ON ''ix.� "�'� SLOPE TO REPLENISH LOST MATERIAL. ' 8 ND 6.5 .. _ LM ITE 6 _ _ MATERIAL (SEE NOTE 15) - 4 2 A.P.H.W ELEV. 224 -- — -- _ P OPOSEQGEOTEXTILE FILTER —_-, .. FABRIC - -2 EXCAVATE SOIL WITHIN FOOTPRINT OF -- -`--- i ' A.P.L.w. Fi;-V -2.841 - P?tOPOS t REV€TMENT`_Md RC-USr-1`0 -4 ---=-=-•--i:AYER-EEDDING-STDNE-'=--------REVfTMENr-(80tCY)(SEE'-NOTE'2) SLOPE STABILIZATION " _ SECTION A—A 1 7=5' (22"X34") 1"=10' (11"X17") 1"=15' (8.5"X11') � - 60 13—5 f &&RVAIES � � PLAN FOR LIMITS-,)_-_-_ 2�-0"} � AN - 3 Z0 --' -'— -- '-"-- MEff-EXiSTiNG'.__..--_____._._._._ .- 1 - MEET EXISTING TOP OF BERM - - 56 .EXISTING CREST OF SLOPE EXISTING GROUND----x j 10 SO:)t 0 Town - 54 ___- �_ _._. .-,_._---. .- ------ -------r`- w_.- EIECT_flLL_S_REOUIRED- a EXISTING SLOPE AND TOPSOIL & HYDROSEED . eGETATION-TO-REMAIN-AND--'' r----- ..— -- `= BE PROTECTED VURING �� SLOPE VARIES - - '^ 52 ---EONsiRtlCfloN �r - (Sff-GEiJERAL--PtANj. 50 s 48 ECTIDATE BY DESCRIPTION APPROV. BY g —SON $=B REVISIONS 46 1"=6' (11"x17") — TOF�OF 6' UT 1"=9' (8.5"X11') t 44 — - --- —~ GREENPORT SLOPE STABILIZATION _ -.._-___'__"_ _ ._._,-..___,..,_....._.._.._._._..._.__ --^- 700 SOUND DRIVE H - GREENPORT,NEW YORK �--•_, MISCELLANEOUS DETAILS-1 i o Y L. K. McLEAN ASSOCIATES, P.C. Z -- CONSULTING ENGINEET6 a7'SCUIN=WW RD.,5200MVM NEM YORK 11710 -/ Deefgned 9), KJM scale: AS SHOWN eat o BEARINGS-SHOWN ARE IN NEW YORK STATE PLANE DATUM: SPHW=3.241 ADJACENT WATER BODY: APPLICANT NAME: PROJECT DESCRIPTION: SLOPE STABILIZATION COORDINATE SYSTEM NAD83, LONG ISLAND ZONE. APHW=2.241 LONG ISLAND SOUND prarn BY: RAC pole: DECEMBER 2021 4 OF 5 JANE S. MARTORANA ELEVATIONS REFERENCE NAVD 1988 GEOIDIZA. APLW=-2.841 o i ( ) - Approved By. RAS FU.No. 21152.000 i NOTES: 1. CONTRACTOR SHALL READ AND FOLLOW ALL PERMIT CONDITIONS AND SPECIAL CONDITIONS CONTAINED IN THE NYSDEC PERMIT TO ENSURE COMPLIANCE DURING THE TERM OF THE PERMIT. 2. HORIZONTAL DATUM IS IN THE NEW YORK STATE PLANE COORDINATE SYSTI�" - 6'-2"t & VARIES NAD83, LONG ISLAND ZONE. 22 -----_..--__-__._._.___.___..—_ _.-_----._.__.........------------------._._—.___....__-_..-------._....___ 3. THE VERTICAL DATUM IS NAVDBB (GEOIDI2A). - � 4. CONTRACTOR SHALL RESTORE ANY DISTURBED AREA IN KIND. 20 _-.---._..-._.__.__.-_.. PLANT SLOPE WITH NATIVE _ 5 RIGHT OF WAY OF THE PROPOSED CONSTRUCTION START TIME. CONTRACTOR SHALL NOTIFY NEIGHBORS TO THE EAST AND WEST SIDE OF . _ --- — - -- -- ---- --- ----% ^ -/-EL —1-$ 6—CLLONTRACTORS-SHAREMOVE-ALL-DEBRIS--UNSURABI_- LE-FICMATERIALS-AND—— DISPOSE OFF SITE AT A NYSDEC APPROVED UPLAND DISPOSAL AREA. -, VEGMTION WITHIN FOOTPRINT OF PROPOSED WORK. 16 _.-___—._.—__.___ _—__.__—.__.__._—..____.__.__..___.__..__._______.____—_.—__.._.__...-._..,___.__..._ .___. _.__....__..__..____._.. _..._.__._-_--_'_'____. _— __.__..�_.__.-_...._._. _ —.-- 7 FILL SHALL BE FROM ON SITE OR LOCAL SOURCES ` EXISTING BOAT HOUSE TO � }--•---_._.____.___.._...._...__...�......_..___._..._.___.._.._..,.__.. ___ - -------- ---...__._, REMAIN AND BE PROTEOTED DURING CONSTRUCTION 3't — "'--'- 8. CONTRACTOR SHALL ACCESS THE SITE VIA BARGE FROM THE LONG ISLAND —_ PERMANENT EROSION SOUND. 14 -----_._—_._____._._____.._._____--_._____...------._---_---`------'---------`-----_------_.—.__.._.--.---------_._., —_._...--------._-•-+----._------ -- ---- ♦ -COxrRO1-GEDrornLE---- OP.-�-WALL CUTLER TYPE 1 OR 9. ALL EXCAVATED MATERIAL AND DEBRIS SHALL BE LEGALLY DISPOSE OF OFF -- —._--_------.—._--.—.,_,.--..--_-_--.—___-.__.__------__.------ -_ __ -.. ._ _ �ppRDVED-•EOU}�— SITE AT A NYSDEC APPROVED UPLAND DISPOSAL AREA. T.._ . _-. - — EL 12.75t 12 -___—.--.____.—..—_._ __—_..____ ---___._.___--_ ___-_—__—._ _-__--. _ 10.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 RIP-RAP SHALL RANGE FROM 0.75 _ -.-___._.._______.____.___—..._,___._.__.____..__...—____—._.._.__._...._____.._.._.._..__..__._..__._—__. TO 1.25W AND 75 PERCENT SHALL WEIGH AT LEAST W. WHERE W SHALL I I BE THE WEIGHT OF THE INDIVIDUAL ARMOR STONE. THE SIZE OR WEIGHT __ -, OF THE INDIVIDUAL ARMOR STONES ARE INDICATED ON THE PLANS. THE 3 f_— I PROPOSED 3'X3'X9'GABION GRADATION SHALL BE UNIFORM ACROSS THE STRUCTURES SLOPE. THE TOP 8 .,.--„—,._._,.____. ,--___—__—.,..___._._..____._..-_..._._--..___._.—_-..,..__...._—_.____.__.___—._—_ ..___,._-_..._._.__..—_.`.-_____,_.,______._____ __.__._.:—_..-- - - - 9ASKET—AS�AA"NUFfiC'fGREb----- AND BOTTOM SURFACES OF EACH STONE SHALL BE APPROXIMATELY _ ,____.___ --- PARALLEL TO EACH OTHER AND THE SIDES APPROXIMATELY PERPENDICULAR 6 — _---�----------.—_—'-- ---- _ --._..—�— -- EXISTING GROUND---v I � EL 7f - BY OVEDF ER UTAL R —_�— TO THE BOTTOM AND TOP. _ - 11.THERE WILL BE NO FILL PLACED BELOW S.P.H.W. PROPOSED SOLDIER, PILE AND �� --- __ __�._ _ -- --.-.-� •GGlN6-WALL-lgFFld_STE€L 12.THERE SHALL BE NO EXCAVATION OF THE EXISTING SLOPE. H-PILE AND 4XB GREENHEART — 13.ALL DISTURBED AREAS SHALL BE RE-VEGETATED UPON COMPLETION OF 4 ---------.__.__-�.—_ - ...._ ..—�_�.._—.—.—__- ---t TIMBER-SHEEtJG —. S.P.H.W. ELEV. 3.24± �_�' I II CONSTRUCTION. ---A.P.H.W. ELEV. 2.24± 14.CONTRACTOR SHALL RECOVER STONE THAT FELL FROM SLOPE AND PLACE AT TOE OF SLOPE. 15.CONTRACTOR SHALL EXCAVATE FOR STONE REVETMENT AND PLACE SURABLE I I I ON-SITE MATERIAL ON SLOPE TO REPLENISH LOST MATERIAL. SECTION C—C -' - —4 -- ------..--..___.—_--. -— - — — 1"=3' (22"X34") U U U / 1"=6' (11"X17") _ LE VEi�vtees 1 o a s . DATE BY DESCRIPTION APPROV. BY U REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY,NEwvoRK GREENPORT SLOPE STABILIZATION 7DO SOUND DRIVE w1 GREENPORT,NEW YORK Z MISCELLANEOUS DETAILS — 2 e L. K. McLEAN ASSOCIATES, P.C. I� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD,BRCOKNAYER,NEW YORK 11719 D-igned By: KJM Bole: AS SHOWN mNo' BEARINGS SHOWN ARE IN NEW YORK STATE PLANE DATUM: SPHW=3.241 ADJACENT WATER BODY: o'? APPLICANT NAME: PROJECT DESCRIPTION; SLOPE STABILIZATION COORDINATE SYSTEM NAD83, LONG ISLAND ZONE. APHW=2.241 LONG ISLAND SOUNDDrorn By. RAC Dote: DECEMBER 2021 5 OF 5 JANE S. MARTORANA ELEVATIONS REFERENCE NAVD 1988 (GEOID12A). APLW=-2.641 APPr° B By: RAS Elle No. 21152.000 ci