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Home My WebLink About1000-37.-1-23OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY. 11971 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: March 13, 2014 Re: Proposed Wetland Permit for GARDINERS BAY ESTATES HOMEOWNERS ASSOCIATION SCTM# 1000-37-1-23 Doug Fisher on behalf of GARDINERS BAY ESTATES HOMEOWNERS ASSOCIATION requests a Wetland Permit to reconstruct the existing boat ramp by installing permeable pavers in place of the existing impervious surface on the boat ramp itself; install approximately 12' long by 4' wide by 8" tall concrete slabs to the seaward end of the ramp; install a concrete curb border along the new ramp in addition to removing a tree stump; the installation of ten (10) catch basins and seven (7) leaching pools to be installed landward of the permeable pavers to collect runoff; remove and repair existing wood retaining walls on either side of ramp (approximately 30' long by 2' tall) to install new catch basins; new asphalt pavement will be installed on Dogwood Lane for approximately 35' until it meets the beginning of the permeable pavement on the boat ramp; re -vegetate the area landward of the wetland boundary with native plantings; and install educational signage (40"x30") to be posted at the top of the road. Located: Dogwood Lane Road End Accessing Spring Pond, East Marion. SCTM# 37-1-23 The proposed action has been reviewed to. Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore, CONSISTENT with the LWRP. 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 Town of Southold A. B. LWRP CONSISTENCY ASSESSMENT FORM INSTRUCTIONS / All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits.not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A prWsed action willbe evaluated as to its simificant If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not beundertaken. ft (f n A f ----.,.. A copy of the LWRP is available in the following places: online Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Offi PlEp g f)®part ent, local libraries and the Town Clerk's office. DESCRIPTION OF SITE AND PROPOSED ACTION- ar' scTM# /060 - 37 - I — a 3 PROJECT NAME SP�;�g �ar,d Sia► s�pre�nl- Pro�eGT The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board ❑ Building Dept. ❑ Board of Trustees M A R 10 2`6 14 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) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) (c) Perniit, approval, license, certification: Nature and extent of action: Re�sion 4o 1ae�64 Perni4 7666 ISNA Dc lobee aol l . Rev►s►on i rwWeS rfpMe-n3 tucfsione. FQLccS q cowreie S�cbS -►n "11 5ec�an V� baa all belu.een h%9h rnean ar� 6wnviea-i uak'�''"Olk Q1eaS2 set a�C�eb she Plan. coo �� Project Description for: • Board of Trustees Application • Short Environmental Assessment Form (Part 6) • Town of Southold Erosion, Sediment & Storm -Water Run-off Assessment Form Description: The proposed project includes the alteration of the existing boat ramp to mitigate stormwater runoff. This project was granted a Town of Southold Trustee Wetland permit (7666) and NYSDEC wetland permit in 2011. At this time we are reapplying for the permit and a small modification is being requested. Permeable pavers will be utilized in place of the existing impervious surface on the boat ramp itself. The installation of drainage structures will collect and recharge water prior to reaching the wetlands. Ten catch basins and seven leaching pools will be installed (see plans). The project also includes native plantings to the area landward of the wetland boundary to filter additional pollutants. Concrete curb border will be added to the new ramp in addition to removing a tree stump. Remove and repair existing wood retaining walls on either side of existing ramp (approximately 30+/- 'Lx2'T to install new catch basins. New asphalt pavement will be installed on Dogwood Lane starting at the intersection of Bayview Drive heading south approximately 35 feet until it meets the beginning of the permeable pavement on the boat ramp itself. There are no plans to construct anything within the tidal wetlands. Educational signage (40"Wx30"T) will be posted at the top of the road approximately 150 feet from wetland boundary. Modification to permit 7666. The newly submitted engineering plans depict the small modification in the material used between the mean high water mark and mean low water mark. Concrete slabs will replace the turnstone pavers in this area and will remove the need to install a cofferdam system for construction. Concrete slabs are approximately 12'L4'Wx8"T. Location of action: sit; VIA. LM `ted e "Yj i Site acreage: To')(rngC wego = oR A accreS WarFc ci(ea = rou-014 S, �. . Present land use: 2 (, 4 Present zoning classification: Z ed MO 2. If an application. for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: ' I (a) Name of applicant: As6m;Avlo (b) Mailing address: P k Easy (Y►arion�_ (c) Telephone number: Area Code ( ) (d) Application number, if any: rm i {' 7 6 6 �O A0l I Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes No ❑ If yes, which state or federal agency? )�i S DSC (ha "r Ppe�r I GPP�'+''� r'i2i "tation� C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III — Policies; Page 2 for evaluation criteria. ❑ Yes No ❑ Not Applicable - hntooxA W'►oto Enhgnces Pyh!cl 1 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 0 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 0 No ❑ Not Applicable Please. kc kw A0*chad 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 1:1 NOVNot Applicable 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 4 No n Not Applicable PIec,Sc P�c�tw �}�4ach�i Peoeosed Ac*ion Enhances Pahc4 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 No 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 t$ 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 q 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. ❑ YeJ-1 No 0Not 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 0 Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuaryand Town waters. See LWRP Section III — Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes No ❑ Not Applicable IcaS�. 0.e�k w f�tich Attach additional sheets if necessary Policy 12. Protect agricultural lands- in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 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 PREPARED BY .—. nen Nar}nn%I TITLE &,0onno eN1 1�'W'Qt DATE )IIN Group 4c"- EYd LWRP Consistency Assessment Form Nature and extent of action: The Spring Pond Boat Ramp Stormwater and Habitat Improvement Project contains three main components; 1) the alteration of the existing Spring Pond Boat Ramp to mitigate stormwater runoff by installing proper drainage and replacing impervious surface with pervious surface, 2) the habitat restoration of a reclaimed portion of the existing boat ramp to include naturally vegetated swales, and 3) the permanent placement of educational signage at the project site. Please review attached drawing depicting project site details. The Gardiners Bay Estates Homeowners Association is working alongside Group for the East End to help secure grant funding for the above described stormwater improvement project. 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 coastal location, and minimizes adverse effects of development. The proposed project aims to protect and preserve "environmentally sensitive coastal resources" and enhances "stable residential areas," by modifying the existing boat ramp to improve poor drainage to prevent the harmful effects of stormwater runoff in Spring Pond and the greater Peconic Estuary system. The existing boat ramp has provided service to the Gardiners Bay Estates Homeowners Association for over 40 years and allows the 100+ residences to appreciate and utilize the Town's coastal waters. Additionally, the alteration to the existing boat ramp makes efficient use of the existing infrastructure. Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. Particularly, the proposed project enhances goal E. to, "Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality." The alteration of the existing boat ramp includes the reclamation of portions of the existing paved site to create vegetated swales inclusive of native plant species. These swales will present a more natural appearance than exists today while dually acting as natural drainage. Natural Coast Policies Policy S. Protect and improve water quality and supply in the Town of Southold The existing boat ramp accesses Spring Pond, a tributary to Gardiners Bay. In August 2009, the New York State Department of Environmental Conservation closed Spring Pond for shellfishing due to poor water quality. Currently, the existing boat ramp allows stormwater runoff to drain into Spring Pond, thus acting as a conduit for non -point source pollution. The proposed project will mitigate the existing factors by installing pervious material, creating vegetated swales and installing proper drainage. The proposed mitigation measures will tremendously help to reduce the volume of stormwater runoff from entering Spring Pond. This will help to improve the Pond's overall water quality. Particularly, the Policy Objectives outlined within 5.2, "Minimize non -point pollution of coastal waters and manage activities causing non -point pollution," are achieved by the proposed project. Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. According to the Atlantic/Long Island Sound Basin Waterbody Inventory - priority Waterbodies List Report, Gardiners Bay Waters are primarily impacted segments, while Orient Harbor is a designated Significant Coastal Fish and Wildlife Habitat. The proposed project will help to improve and protect surface and groundwater by preventing stormwater runoff from entering this system from the project site's immediate area. The proposed project exemplifies an extraordinary improvement over existing conditions. Additionally, the project will fulfill Section 6.3 and comply with the statutory and regulatory requirements of the Southold Town Trustees as well as with the regulatory requirements of the Tidal Wetlands Act. Working Coast Policies Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters In August 2009, the New York State Department of Environmental Conservation closed Spring Pond for shellfishing due to unacceptable water quality. The proposed project will fulfill Section 11.2 by improving water quality with the hope of having Spring Pond re- opened for recreational shellfishing purposes. e. Pe II 0 -- COUNTY OF SUFFOLK @ Real Property Tax Service Agency ....,. n___ •—r R..k, _.,.. Q— ru --^—_ ..._...,`--_-- s �.wE..,a.o...,. • � bMA 37 t January 27 2014 f` w w. W - w OTFoImE LO A71ON: Hall Annex 54375 State Route 25 �o�lOf SOSjyolo (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 H ae MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Jill Doherty, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: October 19, 2011 Re: Proposed Wetland Permit for GARDINERS BAY ESTATES HOMEOWNERS ASSOC. SCTM#1000-37-1-23 Group for the East End on behalf of GARDINERS BAY ESTATES HOMEOWNERS ASSOC. requests a Wetland Permit to modify the existing boat ramp to mitigate stormwater run-off by installing proper drainage and replacing impervious surface with pervious surface; restore habitat of a reclaimed portion of boat ramp to include naturally vegetated swales; and permanent placement of educational signage. Located: Dogwood Lane road end accessing Spring Pond, East Marion. SCTM#37-1-23 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 of LWRP and therefore CONSISTENT with the LWRP. Cc: Lori Hulse, Assistant Town Attorney BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7666 DATE: OCTOBER 19.2011 ISSUED TO: GARDINERS BAY ESTATES HOMEOWNERS ASSOCIATION PROPERTY ADDRESS: DOGWOOD LANE ROAD END ACCESSING SPRING POND, EAST MARION SCTM# 37-1-23 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Oclgber 19, 2011, and in consideration of application fee in the sum of $250.00 paid by Gardiners Bay Estates Homeowners Associgion and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to modify the existing boat ramp to mitigate stormwater run -o by installing proper drainage and replacing impervious surface with pervious surface; restore habitat of a reclaimed portion of boat ramp to include naturally vegetated swales; and permanent placement of educational signage; and as depicted on the site plan prepared by R&W/Engineers, P.C., last dated May 19, 2011, and stamped approved on October 19, 2011. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. TERMS AND CONDITIONS The Permittee Gardiners Bay Estates Homeow ers Association. residing at Dogwood Lane road end accessing SnrinPond East Marion New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. DA5, Z_ DAl 'G�q ,�IE " " — — — .- ly — LEGM l� - r+aoobe laws err... sore tn.. ' ftpr Gsr Bevsron mp,M 7. rsbW Eder. 11 j seryE yr -W� tv 210 m LAYOUT PC 15 om DA4, DA5, Z_ DAl 'G�q ,�IE " " — — — .- ly — LEGM l� - r+aoobe laws err... sore tn.. ' ftpr Gsr Bevsron -E*"SME— 11 j PLTER FwRICNga1p CASLNC muuoauoc)a ........... LEACHING POOL DETAIL sur NTS TYP. TURFSTONE BLOCK PAVER DETAIL S� NTS ;y IM DA7 J 0 oo -;,o0 �o �oo oo 0 0 00 0 .0 o esrraarrerrerw Suis 3W - TO 1__� CATCH BASIN DETAIL Stab NTS WROVED BY BOARD OF TRUSTEES TOWN OF SOUTHOLD DRAINAGE LAYOUTPLAN NYSDEC TIDAL WETLANDS APPLICATION _&RDINERS SAY ESTATES - DRAINAGE SCTM100047.epO1.OM02M1 GARDINERS BAY ESTATES HOMEOWNERS ASSOCIATION P.O. Bw4 EM TEsbe, NmYok JJM R&W I Engirsers, P.C. 131E-VAWSV.K9ft$l ,N.Yak11705 ft(MI)SI94M F.0310"10 TEST HOLE B-1 TEST HOLE B-2 Sesr NTS ScoW NIS SP1.0 LAYOUT PC ISI PHOTO NUMBER -NOV. 20,2010 esrraarrerrerw Suis 3W - TO 1__� CATCH BASIN DETAIL Stab NTS WROVED BY BOARD OF TRUSTEES TOWN OF SOUTHOLD DRAINAGE LAYOUTPLAN NYSDEC TIDAL WETLANDS APPLICATION _&RDINERS SAY ESTATES - DRAINAGE SCTM100047.epO1.OM02M1 GARDINERS BAY ESTATES HOMEOWNERS ASSOCIATION P.O. Bw4 EM TEsbe, NmYok JJM R&W I Engirsers, P.C. 131E-VAWSV.K9ft$l ,N.Yak11705 ft(MI)SI94M F.0310"10 TEST HOLE B-1 TEST HOLE B-2 Sesr NTS ScoW NIS SP1.0 EL.11.0 +1- Area (S.F.) EL.14.0 +f- i (Ft) ,M Asphalt ,,, Asphalt 11256 0.11 177 0.167 02 252 One (1) 8'0 pool @ 6' Eff. Depth DA2 3,532 } 0.167 ; '} Brown Sty Sand (SM) One (1) 10'0 pool @ 9' Eff. Depth DA3 982 1.00 ! Mixed Sand, Loam, Debris 168 One (1) 8'0 pool @ 4' Eff. Depth r f 1,263 1,00 Pale Brown Fine To Medium Sand (SP) 238 252 One (1) 8'0 pool @ 6' Eff. Depth DA5 1,420 8.(Y8.dr 0.167 238 252 Dark Brown Loam (OL) -_--__-_-_ 1,115 _ 0.167 -_------ Brom Silly .viand `(SM) - - - ; Water in Dark Brown Loam (OL) '------- 1.00 -.. 9.0 - -'_- 10.0p-- Water in Dark Brown Clayey Sand (SC) - - Brown Fine Sand (SP) 12.0' 12.0' '. Water In Dark Fine to Coarse Sand (SWI :! Water in Brown Fine Sand (SP) 18,0' End of Boring 18.0' End of Boring Water Encountered At -8.8' Water Encountered At -12' = Test Hole by McDonald Geoscience -Gb = Test Hole by McDonald Geosclence TEST HOLE B-1 TEST HOLE B-2 + NOP-, 0 + y OLA- 6ELG BLOCK Drainage Design Criteria (2" Storm "*) CURB 1. Paved areas areas -100% runoff (Impervious) °� �All pipes between drainage structures shall be 15" CPEP at 0% slope except DA 7, see table below. Surface Runoff / Drainage Calculations X eELGIAN BLOCK CURB m O c 5 ONE DRNEWAY o ` �ro D 4 0� GUY 1, v WIRE Scale NTS Scale NTS Install Full Depth Asphalt Pavement b W IY Within Saw Cut Limits, Meet Existing `^ "* DA7 Storage limited to 1" capacity due to ground water restriction. Elevations. Typ. (See Details) 8'0 Leaching Pools = 42 cf / vertical foot volume. w v _ 8-0,6' E.D. atch B in + J. 016.12 v ` �. 16.12 _-�..1 i �a m u Saw Cut Pavement Full Depth 10.07 m As Required to Install Drainage u Structures (Typ.) r" x �$ BEIGLq,N BLOCK CURB x ^Uncrly 19.88 _ 1 ASPHALT DRIVEWAY22.67 � x X BELGIAN BLOCK CURB �Y \ 20.61 + v BLUESTONE DRIVEWAY `\ `� Contractor Shall Coordinate $ DA5 9n,, zp + �� Markouts of All Utilities Prior To 3 'X�:Y 06 Commencing Construction. p/4� � •�� X •�4 .� LUl'i m, POST 4/ .. ocF ` �' Ryp•) "D. A 15" PEP Pipe DA1 19.4 G1. a 22.02 01-x.v I - Catch asi 8' , 6' E.D. 20.53 G 4.30 •� �' ��°�+ .?i�•,Q '� 1820+ ;�- -L4.� - ..-- q X __ `. V _ D ainage Designation Area (S.F.) Runoff Coeficcient (C) i (Ft) Storage Vol. Req'd (C.F.) Storage Vol. Provided (C.F.) Leaching Pool Configuration DA1 11256 1.00 0.167 210 252 One (1) 8'0 pool @ 6' Eff. Depth DA2 3,532 1.00 0.167 590 612 One (1) 10'0 pool @ 9' Eff. Depth DA3 982 1.00 0.167 164 168 One (1) 8'0 pool @ 4' Eff. Depth DA4 1,263 1,00 0.167 238 252 One (1) 8'0 pool @ 6' Eff. Depth DA5 1,420 1.00 0.167 238 252 One (1) 8'0 pool @ 6' Eff. Depth DA6 1,115 1.00 0.167 187 1 210 1 One (1) 8'01 pools @ 5' Eff. Depth :DA7 898 1.00 0.08(r) 72 1 72.2 24" Perforated CPEP With Fabric Wrap] INFILL BLOCKS WITH PEA GRAVEL CLEAN, COARSE GRAVEL LEACHING POOL DETAIL Scale NTS NOTE: CONTRACTOR SHALL + f / X- lso6 ` - S'G" COMPLY WITH MANUFACTURERS �j c B4 ��0 STANDARDS FOR INSTALLATION. I/-4z� Y Catch T LEGEND GRAS N PAVEMENT FIN. GRADE I� = Proposed Leaching Basin with Grate SOLID CONC. SLAB I� = Proposed Catch Basin COVER AS REQUIRED = Proposed Grate Elevation --- NOTE: -*o = Existing Spot Elevation -- -- -- RECTANGULAR HOLE 4*4 C3 o I= a o 0 TO BE SIZE OF ++ O E3 t=l C3 Q A IAL C2 11 CASTING # o C3 C3 d3 C= t3 C3 0 13 + ++ 130 C3 C3 -0C INSTALL SOLID RINGS + o c c- REINFORCED Et AS REQUIRED FOR o PRECAST RINGS PIPE CONNECTIONS + DIA. 2'-0"GRAVEL #+� 00000000000 COLLAR 0 0 0 0 0 ED 0 0 0 0 �000001--3013000 001 -IT -1 -r-10000 0r- '1ODD 1.1 r 11`30 CLEAN, COARSE GRAVEL LEACHING POOL DETAIL Scale NTS NOTE: CONTRACTOR SHALL + f / X- lso6 ` - S'G" COMPLY WITH MANUFACTURERS �j c B4 ��0 STANDARDS FOR INSTALLATION. I/-4z� Y Catch T LEGEND Proposed Leaching Basin with Solid Cover I� = Proposed Leaching Basin with Grate I� = Proposed Catch Basin G3.70 = Proposed Grate Elevation --- = Flow Arrow `14.20 = Existing Spot Elevation -- -- -- = Ridge Line PHOTO NUMBER - NOV. 20, 2010 14.,E ? >1rgi�, STpf �4'kk*'�eG18.10 Saw Cut +'3.991D'Ott yR,WA4 � mW �m WDA2 Pavement X � jj c, Full Depth +14.2owvo=� o�Y Saw Cut Pavement Full Depth Jim ass 2 +'s•aq +T�a,9 As Required to Install Drainageo°+4 Cat m j f x=�zs\ Structures. (Typ,) 4 G12 2 --__-.; 4 - Catch Basin - r /� G12.90 �A _ Catch Bastin ' 10'0 9'' E.D. 016.00 w '4 ��`� GB"1 0 1?ss Remove and Repair Relaifiing DAV x o Install F £ Depth Asphalt Pavement Walls As Necessary to &II g�0, 5� E p _ Within S w Cut Limits. Meet Existing S� Drainage Structures R ,+- L Elevatio s. Typ. (See Details) X, Catch Bast %'' '' 11.64 c p Catch Basin 1,.52 1717 tiA �-108.75 G8.75 m m Contractor S all Remove A nsuitable g �� bsurface Mat 'al Within Se 't Limits DA7 As eemed Nece ary By The E ineer. 13.54 Catch Basi Catch Basin G5.80 _ - G5.80 stin I o Driveway Boat u O 90 ° R Approx Ft. Wide With No ° O is ce ablWtength Or Depth. o Oo ° o ° ° o 0 01)O ° 00 0 °° Install Unilock Turfstone or Nicolock Remove Sturm s °+n,O O °o ° Turfstone Pavers In Accordance With 4 fl9°Q Manufacturers Standards. Infill OO O O° 4� Blocks With Pea Gravel 00 ° Concrete Curb Border O �, ,� High Marsh Boundary As Per For New Boat Ramp O,0 O O W w Observed Vegetation Growth Up '41To Mean High Water Line .V O y y +302 + 3� 2 y ,,, ''2a ,� Plant Native Sea Grass In Hatched Area. � 4 Lo�Pos '4' W y C X 4? y 'k �o Distichlis Spicata (Saltgrass) co° �q Spartina Patens (Saltmeadow Cordgrass) ssps .�+x.29 �. O ° .v ,i. y .v << O O� y y 3 y W y Intertidal Area O° x m +4 6 W ��GE SFS 4$ y W �psa 3 10 4 14, .v Ike. %a,%I,,os $qrY .Y NY Y y y .? 2a WOOD 36 - - 4py Ji y FpS 3046. , Install 12'Lx4'VWB"T Mfq" 1OW P/4 3,500 psi precast 4.q RK _ _ concrete slabs - 0 o End Ramp At MLW - r - - - - - - 4 o between mean high � o0 �$ and mean low water Which Generally '•20 - - • - " - o � m 4Oy + r 9a eac l� X �4 . 6 X ca o U 4 � /% z MHW El +2.00 +/- Q V. 11 in MLW EI +1.20 +/- \% \ "e'-' \ f x �- IRSE as per Group For East Matches Existing �o . . . _ _ - - - r End directive dated .' • - - ' ' <%, 5" RCA - September 12, 2013. . . _ . .fi ROLLED ASPHALT CURB DETAIL ,3 Rapp Scale NTS LAYOUT P Scale 1" = 20' 3 TYP. TURFSTONE BLOCK PAVER DETAIL Scale NTS $" Thick Concrete Stab (3,500 psi minimum) Note : Existing Gravel Boat Ramp Has No Discernable Dimensions and / or Thickness. Proposed Ramp Is Designed To Match Existing Topographical Elevations. _ FILTER FABRIC WRAP CASTING - CURB INLET, FRAME AND GRATE FLOCKHART FOUNDRY CO. TYPE 60283-683 OR CAMPBELL 1212 COVER OR APPROVED EQUAL ALLOW 4" MIN. FOR SDJUSTING OF CASTING GRASS I_IN P V N FIN. GRADE SOLID CONC. SLAB ' COVER AS REQUIRED ,-. GRATE EL. -SEE PLAN FILTER FABRIC WRAP CASTING CURB INLET, FRAME AND GRATE K RICHARDS, 1022 ALLOW 4" MIN. FOR ADJUSTING OF CASTING NOTE: MIN. of s" RECTANGULAR HOLE TO BE SIZE OF 15" CPEP CASTING in W O 6-Typ- 24" SUMP �R• - oD CLEAN, COARSE GRAVEL--- CATCH BASIN DETAIL Scale NTS Asphalt Pavement To Meet Curb 6"w x 12"h Concrete Curb Perimeter Pea Gravel Infill Bedding Sand (1"+/-) EI +5.70 Turfstone Unit 5%+/- 6" Thick Bluestone Gravel Base Filter Cloth Under) �� Compacted soil Bluestone EFn�..n PROPOSED BOAT RAMP - CROSS VIEW Scale 3/8" = 1'-0" FEB 1 0 2014 �y 4 12/09113 PER GROUP FOR EAST END DIRECTIVE 8112113. BOAT RAMP REVISED. 3 6M12 ADDED ASPHALT PAVEMENT AND CURBSECIIONS Z' (AFTER COMPACTION) WEARING COURSE - 2 05119111 PER DEC MAY 1e, 2011 REQUEST FOR MODIMATIONTOPROPOSAL NYSDOT TYPE 7 1 03102!11 PER DEC JANUARY 4, 20f 1 NOI. RECD 7118111 EXISTING !2EV.NO DATE DESCRIPTION PAVEMENT 5" RECYCLED ORAWANGNAME \ \ \ CONCRETE AGGREGATE DRAINAGE LAYOUT PLAN NYSDEC TIDAL WETLANDS APPLICATION COMPACTED SUBGRADE IT IS A VIOLATION or THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER, TO ALTER THIS DOCUMENT IN ANY WAY, IF THIS DOCUMENT BEARING THE PROJECT SAW CUT EXISTING PAVEMENT AND APPLY TACK COAT ON FACE OF SEAL OF AN ENGINEER 15 ALTERED, THE ALTERING GARDI N E RS BAY ESTATES -DRAINAGE EXISTING PAVEMENT ENGINEER SHALL AFFIX HIS/HER SEAL AND THE NOTATION ALTERED W- FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTER1T10N. SCTM 1000-37.00-01.00-0023 AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PAVEMENT SECTION APPLICANT GARDINERS BAY ESTATES Scale NTS H OM EOV1lN E RS F °N��, r ASSOCIATION LEE f1i c3P.O. Box 4 East Marion, New York 11939 C7 �� 631-765-6450 ��z`` PREPARED BY R&t�V /Engineers P.C. r �' ' Ct ti r. ,i 4 LU131 East Main Street, Bay Shore, New York 11706 6,0 08062 �� Ph (631) 969-8535 Fax (631) 969-8518 RoFESSLo�`P� arc SC" DESca at v"p,>Ec, No. wuG,q As Shown MLW S P 1.0 aMYI e.: gECKC-0B1' PATE MLW LAR OCT. 2010