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Home My WebLink About1000-109.-5-16.3OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 To: From Date: Re: -F"lam MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631765-1938 Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM John Bredemeyer, President Town of Southold Board of Trustees Mark Terry, Principal Planner I- - LWRP Coordinator July 21, 2014 Proposed Wetland Permit for CEDARS GOLF CLUB, LLC, c/o PAUL PAWLOWSKI SCTM# 1000-109-5-16.3 Christopher Dwyer on behalf of CEDARS GOLF CLUB, LLC, c/o PAUL PAWLOWSKI requests a Wetland Permit to rehabilitate and make improvements to an existing dike system which is approximately 175 linear feet long and currently between 4 and 5 feet high by re-engineering the slopes using approximately 210 cubic yards of structural fill and various plantings; replace existing pipe with new 12" diameter PVC pipe and replace one-way valve; remains of existing boardwalk to be removed; and implement a maintenance program to remove large woody vegetation that has contributed to previous dike failures. Located: 305 Cases Lane, Cutchogue. SCTM# 109-5-16.3 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 EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS items "B" and which states: B. Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (inplace), including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins, jetties, bulkheads, filled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound (excluding all creeks); 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 w Town of Southold A. LWRP CONSISTENCY ASSESSMENT FORM INSTRUCTIONS Tl`Q 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 Qroposed action will be evaluated. as to its sigWficant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 31 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 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 PlpEng Repartment, all local libraries and the Town Clerk's office. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 0109 .. 05 _ 016.03 PROJECTNAME Cedars Golf Club Dike Rehabilitation Project The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board ❑ BuiIding Dept. ❑ Board of Trustees X 1. Category of Town of Southold agency action (check appropriate response): (a) (b) (c) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land t Financial assistance (e.g. grant, loan, subsidy) Permit, approval, license, certification: Nature and extent of action: - See u's`ed lid JUL 14 2014 Toxon Panning ward We are proposing to rehabilitate the area damaged by su exp rstorm Sandy with engineered slopes and implement a maintenance program to remove large woody vegetation that has contributed to previous failures. LKAIA 437 South Country Road - Brookhaven - New York - 11719 (631) 286-8668 - FAX (631) 286-6314 EUGENE F. DALY, P.E., P.T.O.E.-, PRESIDENT and C.E.O. RAYMOND G. DiBIASE, P.E., P.T.O.E.-, PTP-, EXECUTIVE VICE PRESIDENT DANIEL P. JEDLICKA, P.L.S., VICE PRESIDENT Town of Southold Trustees Office 53095 Route 25 P.O. Box 1179 Southold, N.Y. 11971 L. K. McLean Associates, P. C. June 3, 2014 Attention: John Bredemeyer — Board of Trustees President RE: CEDARS GOLF CLUB DIKE REHABILITATION PROJECT 305 CASES LANE EXT. CUTCHOGUE, NEW YORK LKMA NO. 14029.000 Dear Mr. Bredemeyer, CONSULTING ENGINEERS Associates CHRISTOPHER F. DWYER ROBERT A. STEELE, P.E. JAMES L. DeKONING, P.E. STEVEN W. EISENBERG, P.E. ANDREW B. SPEISER JUN - 4 2014 As Consulting Engineers for the Cedars Golf Club LLC, we are subm' ng, lication for all permits necessary to rehabilitate and make improvements to an existi dike syste The Cedars Golf Club dike system is approximately 175 linear feet long and current 4 and 5 feet high. We are proposing to rehabilitate the areas damaged by storms with engineered slopes and implement a maintenance program to remove large woody vegetation that has contributed to previous failures. The project will require approximately 210 cy of structural fill and various plantings. This dike system provides the sole source of protection from flooding to this golf course and prevents floods from affecting homes nearby. The current elevation of the dike allows the water to travel around the Salt Air Dike system (similar project previously permitted) and "flank" the homes that system is protecting. The Salt Air Dike System has permits issued and listed below: Freshwater Wetlands (1-47-04152/00005) Water Quality Certification (1-47-04152/00006) Excavation & Filling in Navigable Waters (1-47-04152/00007) Tidal Wetlands (1-47-04152/00008) All permits for Salt Air expire 10/27/2023. We are seeking similar ten year maintenance permits. - Founded in 1950 - 1 'J L. K. McLean Associates, P. C. Enclosed herewith for your review, please find the following documents and plans for your office's review: 1. Board of Trustees Application 2. Engineering Drawings (half size — 11 "x 17") 3. Owner's Consent Form 4. Copy of SEQRA — Short Environmental Assessment Form 5. Application Fee ($250) If you have any questions or require additional information, please do not hesitate to contact this office. Very truly yours, CFD: jlo Christopher F. Dwyer, Associate Enc. (5) L. K. McLean Associates, P.C. Cc: Paul Pawlowski, Cedars Golf Club Owner, w/ enc. LKMA File Copy w/enc. Location of action: Cedars Golf Club, Cutchogue NY Site acreage: 5.75 Parcel Area/0.2 Distributed Area Present land use: Golf Course Present zoning classification: Agricultural Conservation 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: Paul Pawlowski (b) Mailing address: 305 Cases Lane Ext. , Cutchogue NY (c) Telephone number: Area Code () 631-445-4348 (d) Application number, if any: N/A Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No Fx] If yes, which state or federal agency? 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. xl Yes ❑ No ❑ Not Applicable The proposed action will stabilize the area, remove garbage and provide protection to the .golf course and residential dwel linggg in the area from fl-Q-Qding. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III — Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III — Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable The area is to be planted in a manner that will make the dike more aesthetically pleasing dCreate a hetter furt; on; ng wetland buffer 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 0 Yes ❑ No ❑ Not Applicable This project's main goal and purpose is to protect property from flooding and erosion 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 R Not Applicable This project will prevent salt water from contaminating freshwater wetlands 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. a Yes No Not Applicable This project includes wetland restorations 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 0 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. X Yes ❑ No ❑ Not Applicable This project includes the removal of garbage from the area. 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. El YesD No ❑ Not Applicable By protecting the golf course, the proposed work will e p maintain pu is access to the recreational area. 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 Fx] Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III — Policies; Pages 57 through 62 for evaluation criteria. Yes ❑ No 1 —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. 0 Yes 1:1 No 11 Not Applicable This project indirectly protects the salt air tarm trom tio6d waters moving around the Salt Air Dike system. 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 2 Not Applicable PREPARED BY Patrick F.. Terry, L. K. M.A. TITLE Engineer DATE 5/21/14 -x CEDARS GOLF CLUB DIKE REHABILITATION PROJECT CEDARS GOLF CLUB SITE MAP SCALE: 1" = 100' CUTCHOGUE, NY TOWN OF SOUTHOLD LOCATION MAP N.T.S. WARNING: R IS A VIOLATION OF THE NY STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. PAPER SIZE: 22X34' FULL SIZE 11'X17' HALF SIZE JUN - 4 2014 I DRAWING LIST 1 TITLE SHEET 2 EXISTING CONDITIONS 3 PROPOSED SITE PLAN AND SECTIONS 4 DETAILS 1 5 DETAILS 2 6 DETAILS 3 7 DETAILS 4 D E c EE W/ E JUL 14 2014 Southolo Toyvn Plannirg Bard SUFFOLK COUNTY REAL PROPERTY TAX MAP INFORMATION DISTRICT.1000 SECTION: 109 BLOCK: 05 LOT 16.3 23.2 (permited under 1-4738-04152/00005) DATE I BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK TITLE SHEET L. K. McLEAN ASSOCIATES, P.C. COIRULTWO EIIOOEEn 431 SWM WNW RO. 9ROOIOMNEK NO Y= 11719 Designed Br. PFTSoule: AS NOTED No. Dorn BY: PFT Dote: MAY 2014 / ..— o._ ren /orn m_ .,_ , ., _ nom.. / 7 }MI. i PHOTO 2 PHOTO 3 PHOTO 4 C 1. ELEVATIONS SHOWN REFERENCE NAVD 1988. 2. SITE TOPOGRAPHIC DATA COLLECTION IN MAY 2014 20 0 20 40 SCALE IN FEET THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. WARNING: IT IS A VIOLATION OF THE NY STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. PAPER SIZE: 22'X34' FULL SIZE 11°X17' HALF SIZE DATE IBY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD ill"i SUFFOLK COUNTY, NEW YORK CEDARS GOLF CLUB EXISTING CONDITIONS L. K. McLsEAN ASS®CIATES, P.C. CONSMLTINO ENOWEER4 437 SOM COI M RD, BFOOIQUYEM, NEM 'YM 11718 D.Ip.d By: PFT S -I.: AS NOTED snsal tm. Drawn By. PFT Dam; MAY 2014 ADD—d Br. CFD/RGD tms No.14n99.nnn % EXISTING SMALL POND \ z 1p z \ SILT FENCE NO LOWER THAN MW LINE O \ (Wetlands Boundary) U 12' PVC PIPE INV. -1.35 (REPLACE WITH 12- ADS PIPE AT SAME ELEVATIO--------------- ) _- 0.0 3.0 1.0 --_____ice _ \ - S0 - \ 6.0 - ---. _ - 7p - 7.06.0 \ 00 5.0 kO� 50 _ - _ _ _____ ___ _____ ___ _ --__ _ ___— 3.0 -5_- _ ______ 2 ------------- _ ---------------------- 10 SILT FENNCE AT MHW LINE (WeBands Boundary) EXISTING BOARDWALK TO / BE REMOVED TIDAL CREEK 1 12' PVC PIPE MHW; 1.0 / INV. -0.74 MLW;-2 ( (REPLACE WITH IT ADS PIPE AT SAME ELEVATION AND NEW ONE WAV VALVE) ' 1 APPROXIMATE PROPERTY LINE (SEE EXISTING CONDITIONS PLAN) PROPOSED SITE PLAN SCALE:1 "=10' PROPOSED NOTES: L THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT DUE TO THE NATURE OF THE PROJECT, THE EXACT EXTENT OF WORK CANNOT ALWAYS BE ACCURATELY DETERMINED PRIOR TO THE COMMENCEMENT OF WORK THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON FIELD INSPECTION AND OTHER AVAILABLE INFORMATION. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND WORK QUANTITIES, THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE FIELD CONDITIONS AND AOBE. 2. THE CONTRACTOR 1S RESPONSIBLE TO MAINTAIN SURVEY OF PROPOSED GRADES AND VERIFY THE LOCATION OF TYPICAL CROSSECTIONS. 3, IT IS THE CONTRACTOR'S RESPONSIBILITY UNDER PART 753 OF THE NEW YORK STATE INDUSTRIAL CODE TO DETERMINE THE EXACT LOCATION OF THE OVERHEAD AND UNDERGROUND FACILITIES PRIOR TO WORKING IN THE AREA. ANY DAMAGE CAUSED BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 4, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM THE SOIL INCORPORATED N THE EXISTING DIKES IS SCITABLE TO FILL UPON. IF UNSUITABLE MATERIALS (HIGHLYORGANIC. BOG) ARE ENCOUNTERED, THEY ARE TO BE REMOVED AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. 5. ABSOLUTELY NO WORK SHALL TAKE PLACE WITHIN THE ADJACENT WETLANDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN SILT FENCE AND HAY" BALES AT THE WETLANDS BOUNDARY THROUGHOUT THE DURATION OF THE PROJECT. G. THE CONTRACTOR IS RESPONSIBLE TO IMPLEMENT ALL PRACTICAL SOIL EROSION CONTROL METHODS TO CONTAIN ALL SEDIMENT ON SITE AND WITHIN THE PROJECT LIMITS. IF ADDITIONAL MEASURES ARE FOUND TO BE NECESSARY AND ARE NOT OUTLINED ON THE PLANS, THE CONTRACTOR SHALL IMPLEMENT THESE AT NO ADDITIONAL COST. 7. IN THE CASE THAT.A STORM 1S PREDICTED DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL ENSURE THAT NO PART OF THE DIKE SYSTEM IS LEFT OPEN OR EXCAVATED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE DIKE SYSTEM'S FUNCTIONALITY THROUGHOUT THE DURATION OF CONSTRUCTION. 8. ALL STRUCTURAL FILL AND TOPSOIL MATERIALS SHALL CONFORM TO THE SPECIFICATIONS. THE CONTRACTOR SHALL HAVE ALL SOILS TESTED AND APPROVED PRIOR TO DELIVERY TO THE SITE. ALL DELIVERIES SHALL HAVE INVOICES WITH REFERENCE TO THE STOCKPILE SOURCE. ALL ASSOCIATED COSTS SHALL BE INCLUDED IN THE UNIT COST FOR STRUCTURAL FILL AND'OR TOPSOIL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM QUALITY CONTROL TESTING ACCORDING TO INTERVALS APPROVED BY THE ENGINEER- 9. NGINEER9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM COMPACTION TESTING ACCORDING TO THE SPECIFICATIONS AND SUBMIT ALL RESULTS TO THE ENGINEER. FILL SHALL BE PLACED AND COMPACTED IN 12" LIFTS. 10. LIMITS OF CONSTRUCTION SHALL BE ABOVE ELEVATION I.0(MHW) ON THE SALTWATER SIDE OF DIKES AND ABOVE ELEVATION 00(MW-L) ON THE FRESHWATER SIDE. THE CONTRACTOR MUST NOT DISTURB THE AREA OUTSIDE THE LIMIT OF GRADING LINE AS SHOWN ON THE PLANS. SHOULD THE CONTRACTOR MSH TO UTILIZE ANY ADDITIONAL LAND FOR STAGING'ACCESS, HE SHALL COORDINATE WITH THE PROPERTY OWNER AND RECEIVE WRITTEN PERMISSION TO DO SO, NO STAGING SHALL TAKE PLACE IN THE WETLAND AREAS AS DEFINED ON THE PLANS AND/OR A.O.B.E. PLANTING MAY BE DONE OUTSIDE THE LIMITS OF GRADING. NO EARTHWORK OR GRADING SHALL OCCUR OUTSIDE THE LIMITS OF GRADING. n z SECTION LINE -1 (Lb STATION 0+50 ' I ROPOSED GRADE TOTAL LINEAR FEET OF REHABILIATION APPROX. 175' AVERAGETOP WIDTH Y-0" FRESHWATE 50'-0" SALNJATER IV:3H XISTING GRADE 9,400 SF (0.2 A) AREA OF PARCEL 250,885 SF (5.75 A) OFFSET SECTION LINE -2 (c) STATION 1+00 1 ROPOSED GRADE 1 *� T-W-S—HWATES SALTWATER z XISTING GRADE -12 30 -20 -10 0 10 20 30 OFFSET PROPOSED DIKE SECTIONS SCALE:1 "=10' Dike Rehabilitation Project - Site Data Table TOTAL LINEAR FEET OF REHABILIATION APPROX. 175' AVERAGETOP WIDTH Y-0" AVERAGE TOE WIDTH 50'-0" AVERAGESLOPE IV:3H AREA OF DISTURBANCE 9,400 SF (0.2 A) AREA OF PARCEL 250,885 SF (5.75 A) KEY 10 PROPOSED CONTOURS EXISTING CONTOURS _B__B_$ SILT FENCE AND HAY BALES (LIMITS OF GRADING) 10 0 10 20 SCALE IN FEET THIS DRAWING WAS PREPARED AT THE SCALE INDICATED. INACCURACIES IN THE STATED SCALE MAY BE INTRODUCED WHEN DRAWINGS ARE REPRODUCED BY ANY MEANS. USE THE GRAPHIC SCALE BAR TO DETERMINE THE ACTUAL SCALE OF THIS DRAWING. WARNING: R IS A MOIATION OF THE NY STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. PAPER SIZE: 22°X34' FULL SIZE 11'X17' HALF SIZE `4 z�•-ted,, - NOTES: 1. ELEVATIONS SHOWN REFERENCE NAVD 1988. 2. SITE TOPOGRAPHIC DATA COLLECTION M MAY 2014. GATE �11Y DESCRIPTION APPROV. 81' REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK PROPOSED SITE PLAN L. K. McLEAN ASSOCIATES, P.C. COIF ONO Emma" 4A MM WWW 90., gp00"VK NW y09X 11119 Designed By: PFT sooir. AS NOTED SMM NO. Drawn By PFT Doti MAY 2014 4nnmwvl By rrn /RGIt M. w 1 enoe nnn 7 Q FRESHWATER WETLAND HERBACEOUS SPECIES: Hibiscus Moscheutos - Swamp Rose Marsh (Freshwater Zone II) a Juncus Roemedanus - Needlegrass Rush (Freshwater Zone II) a Spartina Cynosuroides - Big Cordgrass (Freshwater Zone 1) • Typha Angustifolia - Narrowleaf Cattail (Freshwater Zone I) WATER FOWL PROTECTION CANOPY PLANTING BELOW THE BIOLOG TO BE AS ORDERED BY ENGINEER AND PAID FOR IN VARIOUS PLANTING ITEM IN THE CONTRACT EXISTING BOTTOM SEE DETAIL "D-3' 4 ' TOPSOIL 0.0 O TIDAL WET LAND HERBACEOUS SPECIES o AMMOPHILIA BREVILIGULATA - AMERICAN BEACHGRA.SS; BARE ROOT 3 CULMS/PLANT (TIDAL ZONE 11) a DISTICHLIS SPICATA - SPIKE GRASS (TIDAL ZONE 1) a SPARTINA ALTERNIFLORA - SMOTTH COROGRASS (TIDAL ZONE I) • SPARTINA PATENS - SALT MEADOW CORDGRASS (TIDAL ZONE 1) WATER FOWL PROTECTION CANOPY 12' +/— AMMOPHILA BREVILIGULATA RANDOM CLUMP PLANTINGS SEE DETAIL 'F" COIR MAT 700 TURF REINFORCEMENT MAT ///''' TIDAL SLOPE SEEDING MIX 49 WITH NURSE GRASS G.P. (SALT WATER) / WATER FOWL PROTECTION. � �( CANOPY SEE DETAIL "C" 1.0 SPARTINA PATENS AND DISTICHLIS SPICATA 16"0 PREMIUM COIR LOG W/ STAKES SEE DETAIL 'F" (12'0 MAY BE INSTALLED IF NO WAVE ACTION—SEE PLANTING PLAN) SEE DETAIL 'E" SPARTINA ALTERNIFLORA PLANTINGS SEE DETAIL 'F" PAEAN HIGH TIDE A, _ CEL 1_4) —SEE NOTE#11 STRUCTURAL FILL -J I APROXIMATE EXISTING DIKE (AS SPECIFIED) FRESHWATER ZONE I EL. 0.0 FRESHWATER ZONE II W/ SEEDING TIDAL ZONE II EL. 2.3 TIDAL ZONE I SECTION A -A STANDARD SLOPE DIKE DETAIL SCALE: N.T.S. NOTES: 1. ELEVATIONS SHOWN REFERENCE NAVD 1988. 2. COIR MAT IS TO BE USED IN HYDROSEEDED AREAS ABOVE THE BIOLOG. 3, THE CONTRACTOR'S SURVEYOR SHALL LAY OUT ALL PLANTING AREAS AND INCLUDE BED AREAS AND QUANTITIES IN STAKING. NO PLANTING SHALL COMMENCE UNTIL THE ENGINEER "FIELD INSPECTS' THE PLANTING BEDS/LOCATIONS. 4. ANY PLANTS THAT DO NOT TAKE SUFFICIENT ROOT WITHIN THE FIRST GROWING SEASON SHALL BE REMOVED AND REPLACED WITH NEW PLANTS FOR THE SECOND GROWING SEASON. THE ENGINEER SHALL INSPECT ALL PLANTING AREAS/BEDS FOR 85% COVERAGE AT THE END OF THE 1STAND 2ND GROWING SEASONS. 5 LOCATED IN SMALL PLANTING OF 10 EACH SCATTERED IN BOTTOM y OF SLOPE AREA. TOTAL SLOPE AREA TO BE PLANTED SHALL BE APPROXIMATELY 30%OF SLOPE AREA, TO BE USED OUT IN THE FIELD BY A LANDSCAPE ARCHITECT. 6. WATERFOWL CANOPY FENCE SHALL BE REMOVED BY THE CONTRACTOR AFTER THE SECOND GROWING SEASON. 7. SECTIONS WHERE THERE IS ONLY WATER ON ONE SIDE, FRESHWATER HERBACEOUS SPECIES ARE TO BE OMITTED. LANDWARD SIDE SHALL BE STABILIZED AND HYDROSEEDED. 8. LANDSCAPE ARCHITECT/ENGINEER SHALL INSPECT ALL NURSERY SOURCES PRIOR TO SHIPPING. THE CONTRACTOR SHALL PROVIDE THE LANDSCAPE ARCHITECT /ENGINEER WITH DOCUMENTATION OF SPECIES AVAILABILITY/NURSERY INSPECTION CERTIFICATES FROM AGRICULTURAL MARKETS FOR NURSERY CERTIFICATION. WARNING: R IS A VIOLATION OF THE NY STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. PAPER SIZE 22°X34' FULL SIZE 11'X17' HALF SIZE EXISTING BOTTOM IEAN LOW TIDE _L_i_8Z—SEE NOTE #1 I EL. —0.8 FRESHWATER SLOPE SEEDING `s —i•- 6' MIX WITH NURSE GRASS SEE DETAIL "B" FRESH WAT LR OR LAND SEE SITE PLAN (SEE PLAN VIEW) COIR MAT 700 TURF REINFORCEMENT MAT INSTALLED FROM TOP TO TOE OF SLOPE (SEE DETAIL 'D' ON SHEET DETAILS — 4) i 12'0 PREMIUM COIR LOG WITH STAKES IQ 2-0 i 0.0 O TIDAL WET LAND HERBACEOUS SPECIES o AMMOPHILIA BREVILIGULATA - AMERICAN BEACHGRA.SS; BARE ROOT 3 CULMS/PLANT (TIDAL ZONE 11) a DISTICHLIS SPICATA - SPIKE GRASS (TIDAL ZONE 1) a SPARTINA ALTERNIFLORA - SMOTTH COROGRASS (TIDAL ZONE I) • SPARTINA PATENS - SALT MEADOW CORDGRASS (TIDAL ZONE 1) WATER FOWL PROTECTION CANOPY 12' +/— AMMOPHILA BREVILIGULATA RANDOM CLUMP PLANTINGS SEE DETAIL 'F" COIR MAT 700 TURF REINFORCEMENT MAT ///''' TIDAL SLOPE SEEDING MIX 49 WITH NURSE GRASS G.P. (SALT WATER) / WATER FOWL PROTECTION. � �( CANOPY SEE DETAIL "C" 1.0 SPARTINA PATENS AND DISTICHLIS SPICATA 16"0 PREMIUM COIR LOG W/ STAKES SEE DETAIL 'F" (12'0 MAY BE INSTALLED IF NO WAVE ACTION—SEE PLANTING PLAN) SEE DETAIL 'E" SPARTINA ALTERNIFLORA PLANTINGS SEE DETAIL 'F" PAEAN HIGH TIDE A, _ CEL 1_4) —SEE NOTE#11 STRUCTURAL FILL -J I APROXIMATE EXISTING DIKE (AS SPECIFIED) FRESHWATER ZONE I EL. 0.0 FRESHWATER ZONE II W/ SEEDING TIDAL ZONE II EL. 2.3 TIDAL ZONE I SECTION A -A STANDARD SLOPE DIKE DETAIL SCALE: N.T.S. NOTES: 1. ELEVATIONS SHOWN REFERENCE NAVD 1988. 2. COIR MAT IS TO BE USED IN HYDROSEEDED AREAS ABOVE THE BIOLOG. 3, THE CONTRACTOR'S SURVEYOR SHALL LAY OUT ALL PLANTING AREAS AND INCLUDE BED AREAS AND QUANTITIES IN STAKING. NO PLANTING SHALL COMMENCE UNTIL THE ENGINEER "FIELD INSPECTS' THE PLANTING BEDS/LOCATIONS. 4. ANY PLANTS THAT DO NOT TAKE SUFFICIENT ROOT WITHIN THE FIRST GROWING SEASON SHALL BE REMOVED AND REPLACED WITH NEW PLANTS FOR THE SECOND GROWING SEASON. THE ENGINEER SHALL INSPECT ALL PLANTING AREAS/BEDS FOR 85% COVERAGE AT THE END OF THE 1STAND 2ND GROWING SEASONS. 5 LOCATED IN SMALL PLANTING OF 10 EACH SCATTERED IN BOTTOM y OF SLOPE AREA. TOTAL SLOPE AREA TO BE PLANTED SHALL BE APPROXIMATELY 30%OF SLOPE AREA, TO BE USED OUT IN THE FIELD BY A LANDSCAPE ARCHITECT. 6. WATERFOWL CANOPY FENCE SHALL BE REMOVED BY THE CONTRACTOR AFTER THE SECOND GROWING SEASON. 7. SECTIONS WHERE THERE IS ONLY WATER ON ONE SIDE, FRESHWATER HERBACEOUS SPECIES ARE TO BE OMITTED. LANDWARD SIDE SHALL BE STABILIZED AND HYDROSEEDED. 8. LANDSCAPE ARCHITECT/ENGINEER SHALL INSPECT ALL NURSERY SOURCES PRIOR TO SHIPPING. THE CONTRACTOR SHALL PROVIDE THE LANDSCAPE ARCHITECT /ENGINEER WITH DOCUMENTATION OF SPECIES AVAILABILITY/NURSERY INSPECTION CERTIFICATES FROM AGRICULTURAL MARKETS FOR NURSERY CERTIFICATION. WARNING: R IS A VIOLATION OF THE NY STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. PAPER SIZE 22°X34' FULL SIZE 11'X17' HALF SIZE EXISTING BOTTOM IEAN LOW TIDE _L_i_8Z—SEE NOTE #1 I EL. —0.8 DATE I BY DESCRIPTION APPROV. BY REVISIONS illikill TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK DETAILS L. K. McLEAN ASSOCIATES, P.C. CONSIJLIMO EN006M 437 SOWN COIMIM RD" R9MMVE6 NL91 YM 11719 D..%ned %n PFT scale: AS NOTED Sheet No. Dra.n W. PFT O9te: MAY 2014 AaDmAd ar. CFD/RGD file N. IAn99 Ann 7 `s 1 DATE I BY DESCRIPTION APPROV. BY REVISIONS illikill TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK DETAILS L. K. McLEAN ASSOCIATES, P.C. CONSIJLIMO EN006M 437 SOWN COIMIM RD" R9MMVE6 NL91 YM 11719 D..%ned %n PFT scale: AS NOTED Sheet No. Dra.n W. PFT O9te: MAY 2014 AaDmAd ar. CFD/RGD file N. IAn99 Ann 7 CATTAIL3(1O PLUGS MIN TO COVER AREA IN FRONT OF PIPE) + + + + SEED MIX AND EROSION CONTROL + + + + MAT AS PER PLAN + + + + + + + + + + 1 + a 00 ++ / y� ® + -f(9 + DETAIL t✓`V CATTAILS(10 PLUGS MIN TO COVER AREA IN FRONT OF PIPE) FRONT VIEW OF OUTFALL PIPE (N.T.S.) STRUCTURAL FILL AS SPECIFIED 4" TOPSOIL TO SUPPORT VEGETATION (SEE SECTIONS A -A FOR FINISHING DETAILS) ADS CORRUGATED PIPE TO MATCH SIZE OF -1 PIPE TO BE REPLACED (SEE SITE PLAN FOR LOCATION) ONE-WAY RUBBER CHECK VALVE INSTALLED INSIDE PIPE ("CHECKMATE ELASTOMERIC CHECK VALVE OR APPROVED EQUAL) SEE DETAIL C -C FOR PLANTING DETAILS FRESH WATER WATER EL 0.0 3' MIN. i s VARIES FINAL WIDTH APPROX. 3'-0" FILTER DIAPHRAGM (SEE DETAIL B -B) CENTERLINE OF DIKE NOTE: PLANTING AT THIS SECTION IS TO BE AS SHOWN ON SECTION C_C SECTIONS A -A AND B -B. IT IS OMITTED IN THIS SECTION FOR THE PURPOSE OF CLARITY. PROPOSED TIDAL RELIEF PIPE DETAILS SCALE: N.T.S. NOTE. g 1. NO GRADING OUTSIDE LIMITS OF DISTURBANCE AS PER PLANS (SECTIONS) a 2. ALL GRADING DEPTHS TO BE APPROVED BY ENGINEER OF RECORD 3. WORK ON PIPES SHALL BE DONE AT LOW TIDE �rn a� a SAND FILTER MATERIAL SHALL MEET ASTM C 33 (FINE CONCRETE AGGREGATE) AND SHALL BE COMPACTED IN 8" LIFTS WITH SUITABLE COMPACTION EQUIPMENT (i.e. TWO PASSES WITH A VIBRATORY PLATE COMPACTOR WEIGHING AT LEAST 160 LBS) VARIES N 1 FILTER DIAPHRAGM I DETAIL B®B FILTER DIAPHRAGM CROSS SECTION (N.T.S.) FLARED END SECTION (SEE SITE PLANS FOR INVERT ELEVATIONS) WARNING: IT IS A VIOLATION OF THE NY STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY. UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. PAPER SIZE: 22X34' FULL SIZE 11'X17' HALF SIZE SEE DETAIL C -C FOR PLANTING DETAILS SALT WATER MEAN HIGH TIDE A_c6EPROX9I.2L!_ WATER MEAN LOW TIDE - (EL -1.8Z SEE NOTE#3 DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK CEDARS GOLF CLUB 00— DIKE REHABILITATION PROJECT DETAILS e 2 L. K. McLEAN ASSOCIATES, P.C. COWLTM ENGINEERS 457 SWRI COO111RY Ml.. ONNMMYEK NDN YOM 11719 Deetsned W. PFT scot': AS NOTED No.. D.r B➢: PFT Dot. MAY 2014 ADoroved EAI C-1 Iwh, PI ". I,r9C r, . 7 9 SILT FENCE DETAILS WOVEN WIRE FENCE (MINIMUM 14-1/2 GAUGE, MAXIMUM 6" MESH SPEAKING) 1._, MAX. CENTS' Q OENTER = 10'-0" 4" 1 35" MIN. FENCE POSTS, DRIVEN MIN, 16" INTO GROUND WOVEN WIRE FENCE (MINIMUM 14-1/2 GAUGE, MAXIMUM 6" MESH SPACING) WITH FILTER CLOTH OVER 20'• COMPACTED SOIL FLOW HEIGHT OF FILTER FABRIC 16" MINIMUM 8" MINIMUM PERSPECTIVE VIEW NOT TO SCALE UNDISTURBED GROUND TEMPORARY SILT FENCE WITH STRAW BALES 5'-0" 16' MINIMUM POSTSPAN MESH REINFORCEMENT SILT FENCE SECTION EMBED FILTER CLOTH MINIMUM 6" INTO NOT TO SCALE GROUND ran n,olM srxlxes enc enreren rxex 7d CONSTRUCTION NOTES FOR FABRICATED SILT FENCE 1 WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE POST: STEEL EITHER'T OR'U' TYPE OR 2" TIES OR STAPLES. HARDWOOD 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES FENCE: WOVEN WIRE, 14-1/2 GAGE, 5" MAX. SPACED EVERY 24" AT TOP AND MID SECTION. MESH OPENING 3, WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE FILTER CLOTH: FILTER X, MIRAFI 100X, OVERLAPPED BY SIX INCHES AND FOLDED. STABILINKA T140N OR APPROVED EQUAL 4, MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED FLONl WHEN "BULGES" DEVELOP IN THE SILT FENCE. PREFABRICATED UNIT: SEOFAS. ENVIROFENCE, OR APPROVED EQUAL. TEMPORARY SILT FENCE WITH STRAW BALES 5'-0" MAX. POSTSPAN MESH REINFORCEMENT FILTER FABRIC TYPICAL TIED TO MESH ran n,olM srxlxes enc enreren rxex 7d NOTCH STAKE FOR CLOTH REINFORCEMENT STRING GROUND BARRIER ELEVATION 4' FENCE POST PACKED WITH EARTH 6ON CENTER /—PROPOSED TOE -OF -SLOPE T -0'v STRAW BALE DIKE FLONl -EXISTING GROUND 1� FILTER FABRIC TO BE BURIED IN GROUND, COST OF EXCAVATION INCLUDED IN THE PRICE WOOD STAKE In A SILT FENCE DETAIL AND STRAW BALE N.T.S. RESTORATION PLANTINGS BELOW BID LOG TO BE AS ORDERED BY ENGINEER FRESHWATER HERBACEOUS SPECIES PLANTED IN BIO LOG (SEE PLAN VIEW FOR LOCATIONS) 4" TOPSOIL COMPACTED SUB -GRADE I FRESHWATER SLOPE SEEDING MIX I GENERAL NOTES: 1.SILT FENCE OR STRAWBALE DIKE SHALL BE PLACED A MINIMUM OF 5' FROM TOE OF SLOPE, 10' PREFERRED, TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. 2.POSTS MAY BE 1 1/4" X 1 1/4" (MIN.) HARDWOOD, 1 1/2" X 3 1/2" (MIN.) SOFTWOOD, OR 1.3 LB\FT (MIN.) STEEL. SPACING FOR THE PROVIDED SILT FENCE SHALL BE AS DESIGNATED ON THE DEPARTMENT APPROVED LIST FOR SILT FENCE. 3.8ALES FOR DIKE SHALL BE INSTALLED WITH CUT ENDS VERTICAL, AND BALED BURIED A MINIMUM OF 4" 4.APPROVED SILT FENCE ASSEMBLIES ARE LISTEN ON THE DEPARTMENT APPROVED LIST. ASSEMBLIES MAY HAVE V OR 6' POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT, AS PER APPROVED LIST. 5. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWNSTREAM SIDE OF THE FABRIC. 6.MEASURES SHALL BE INSPECTED EVERY SEVEN 97) CALENDAR DAYS, AFTER EACH RAINFALL OF 1/2" OR MORE WITHIN A 12 HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. 7.SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURE HEIGHT. SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL. 8.DRAINAGE AREAS: MAXIMUM DRAINAGE AREA TRIBUTARY TO 100' OF SILT FENCE SHALL BE 1/2 ACRE. MAXIMUM DRAINAGE AREA TRIBUTARY TO 100' OF STRAWBALE DIKE SHALL BE 1/4 ACRE. 9.THE FOLLOWING ARE MAXIMUM SLOPE LENGTHS TO THESE MEASURES: SILT FENCE STRAWBALE DIKE SLOPE HORI2. SLOPE HORIZ. SLOPE LENGT LENGTH SLOPE LENGTH LENGTH 21 50 45 2:1 25 22 3:1 80 78 3:1 80 76 41 t30 126 41 130 126 51 200 196 51 200 196 <51 256 256 < 5:1 256 256 10. INSTALLATION, I.E. EXCAVATION, BACKFILL, COMPACTION, STRAWBALE DIKES AND SILT FENCE SHALL BE INCLUDED IN UNIT PRICE BID FOR ITEM _FRESHWATER SLOPE DETAIL " A. SLOPE DETAIL N.T.S. B. FRESHWATER SLOPE SEEDING MIX LIMITS OF PAYMENT SEE LANDSCAPE DEVELOPMENT SHEETS FORAND PLANTLANT SPA SPACING COLORED STRING (TYP.) A DEPIHI I 2• I I j SURVEYTAPE (TYP.) 2' (TYP.) FROM EDGE OF EDGE OF PROPOSED PLANTING BED -SEE NOTES VEGITATED WETLANDS WOOD STAKES SEE DETAIL AA 2" X 2" MIN. (TYP) SURVEY TAPE L STRING (TYP.) POSTSPAN 30 FEET MAX TYPICAL HIGH HARDWOOD STAKES 2 X2 MEAN HIGH WATER - FRESH WATER AND TIDAL MARSH W_—MAX _---'1 I WOOD STAKES RADIAL STRINGS INTERMEDIATE POST- r SEE NOTE #1 I /— NOTCH TYP. WOOD STAKES r - ,r DETAIL AA NOTCH STAKE FOR CLOTH STRING NOT TO SCALE 17 PLANT MATERIAL SEE DETAIL BB V rrrrcnreaulc nasr r. acaulnm Ir ;n.x ,crcryDETAIL 68 ran n,olM srxlxes enc enreren rxex 7d NOTCH STAKE FOR CLOTH STRING GROUND BARRIER ELEVATION NOT TO SCALE r_ --%–WATERFOWL CANOPY FENCE A. ENCLOSURE FENCE N.T.S. B. CANOPY FENCE WARNING: R IS A VIOLATION OF THE NY STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. PAPER SIZE 22°X34' FULL SIZE 11'X17" HALF SIZE DATE I By DESCRIPTION APPROV- BY REVISIONS illilikill TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK DETAILS - 3 L. K. MCLEAN ASSOCIATES, P.G. CONSULum 006mm 437 SOUIN CNII W 9R. IR110"YE11, NE19 YM 11719 Deelgned W. PFT Scute: AS NOTED Drawn W. PFT Duce; MAY 2014 • O COIR MAT 700 TURF REINFORCEMENT MAT (TRM): SHORELINE INSTALLATION 6" MIN 6"MIN --•-t— 6" MIN 6"MIN--, D I INSTALLATION DETAIL FOR END SECTION N.T.S. B C C C B A A B B 4:1 3:1 2:1 1:1 SLOPE I '2' �i— 3' I I , 3' , X X- 6 6 6 ` 3' 1 X X X A L,c X X X X 1 STAPLE PER 9 SQ. FT. 1 i STAPLES PER 9 SO FT 2 STAPLES PER 9 SQ. FT. 2 STAPLE PATTERN GUIDE N.T.S. GEO-WES STABILIZED STONE ACCESS —6"-12" PLANTING SPECIFICATIONS TO BE BURIED IN GROUND. // COST OF EXCAVATION INCLUDED \ EROSION CONTROL BLANKE IN PRICE FOR SEEDING IN BID (TYP.) 6" D-3 SLOPE APPLICATION 6 N.T.S. COIR MAT 700 TURF REINFORCEMENT MAT NOTES: 1. SEE GENERAL PLANS AND MISCELLANEOUS TABLES FOR SPECIFIC AREAS OF EROSION AND SEDIMENT CONTROL. 2. EROSION BLANKET SHALL BE INSTALLED AS SHOWN IN DETAILS. LOCATION OF EROSION BLANKET IS SHOWN ON THE GENERAL PLANS AND TABLE OF EROSION AND SEDIMENT CONTROL. 3. THE COST OF EXCAVATION IS INCLUDED IN PRICE BID FOR SEEDING. 4. THE UNDERLYING SOIL SHALL BE PREPARED BY PINNING THE REQUIRED AMOUNTS OF LIME, FERTILIZER, AND SEED AS SPECIFIED UNDER SEEDING. 5. THE CONTRACTOR SHALL BEGIN AT THE TOP OF THE SLOPE BYANCHORING THE BLANKET IN A 'FT DEEP X 1 FT WIDE TRENCH. THE CONTRACTOR SHALL BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. SEE DETAIL B "2 BELOW AND A.O.B.E. 6. THE CONTRACTOR SHALL ROLL THE BLANKETS DOWN THE SLOPE IN THE DIRECTION OF THE WATER FLOW. 7. THE EDGES OF PARALLEL BLANKETS SHALL BE STAPLED WITH A MINIMUM OF A 0.16 FT OVERLAP. 8. WHEN THE BLANKETS MUST BE SPLICED DOWN THE SLOPE. THE CONTRACTOR SHALL PLACE THE BLANKETS. END OVER END (SHINGLE STYLE), WITH A MINIMUM OVERLAP OF 0.5 FT OVERLAP. THE CONTRACTOR SHALL STAPLE THROUGH THE OVERLAPPED AREA 0.98 FT ON CENTER WITH THE REQUIRED STAPLES. SEE DETAIL B - "5 A.O.B.E. 9. FOR STAPLING PATTERN SEE DETAIL "STAPLE PATTERN GUIDE" BELOW 10. ALL WORK REQUIRED TO INSTALL THE BLANKETS, INCLUDING THE EXCAVATION, PINNING, BACKFILL, AND MAINTENANCE SHALL BE INCLUDED IN THE SEEDING SPECIFICATION. 6"-12" TIDAL SLOPE SEEDING MIX QUANTITY UOM DESCRIPTION 0 EA 30.0 LB GRAIN, RYE, VARIETY NOT STATED 7.5 LB SWITCHGRASS, LONG ISLAND -NY ECOTYPE 6.0 LB BIG BLUESTEM, LONG ISLAND -NY ECOTYPE 6.0 LB CREEPING RED FESCUE 0.5 LB SEASIDE GOLDENROD, DE ECOTYPE AMMOPHILIA BREVILIGULATA PLANTED IN CLUSTERS SEE PLAN VIEW FOR LOCATIONS 50% SPARTINA PATENS 8 50%DISTCHUS BRIG TA UPLAND FROM BIO LOG SPARTINA ALTENIFLORA PLANTED IN AND BELOW BIOLOG OE _ __. _ ...o.. PREMIUM COIR FIBER ROLL �I (TYP.) SELECT ED PL NT MATERIAL SEE LANDSCAPE SHEETS HARDWOOD STAKES (TYP.) DEVELOPMENTBIO FIBER ROLLS EROSION CONTROL BLANKET MATERIAL JA ,I- , - r 11 O O { O O AS SPECIFIED IN THE kANDSCAPE DEVELOPMENT SHEETS OR A.O.B.E. r� COIR FIBER ROLLS PLANTING DETAIL PLAN VIEW N.T.S. OVERLAPS 75mm - 100mm (TYP.) SEE DETAIL'PC' STAPLE PATTERN GUIDE TOP OF SLOPE EMBANKMENT PINNING ARRANGEMENT EROSION CONTROL BLANKET MATERIAL SEE DETAIL'JC' �� R -TLS S TO 5' MAX. RETURN TYP. BIO FIBER ROLLS SEE NOTE #3 rT-j I� 7 y{ 6�MAX� i WI{ 2' O.C. [->E-3 TYP. WATER WATER (1 COIR FIBER ROLLS EMBANKMENT PLACEMENT PLAN VI EW N.T.S. STAPLE TYP. SEE NOTE #6 6" PLANTING WETLAND SPECIES SPRING HIGH WATER TURF ESTABLISHMENT I� NOTE 5 \F\�� 6" N EROSION CONTROL BLANKET MATERIAL MEAN WATER COIR FIBER ROLLS STING 71DAL MEAN LOW WATER L� —z -,EX, _ STAPLES TO ATTACH FIBER NETTING TO \ , COIR FIBER ROLLS. SEE MANUFACTURERS SPECIFICATION FOR COIR FIBER ROLLS ^ 2 X 2 WOOD STAKES 3'MIN. LENGTH /COIR FIBER ROLLS EMBANKMENT PLACEMENT SECTION VIEW % N.T.S. COCONUT FIBER COCONUT FIBER PROTECTIVE BURLAP PROTECTIVE BURLAP WRAPPING WRAPPING T MINIMUM 1" SAND COVER MINIMUM 3" PLANTING ZONE 3 : TIDA SANDCOVER TOP 2/ L RA AMMOPHILA BREVILIGULATA SPARTINA ALTE SMOOTH CORD GRASS IFL2" PLUGSGS WITH WITH COCONUT FIBER AMERICAN BEACH GRASS 2" PLUGS WITH COCONUT FIBER PROTECTIVE BURLAP WRAPPING WARNING: IT IS A VIOLATION OF THE NY PROTECTIVE BURLAP WRAPPING STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY, F. TIDAL PLANTING DETAILS UNLESS SLICENSED IR PROFESSIONAL ECTION OFAENGINEER. N.T.S. PAPER SIZE: 22"X34" FULL SIZE 11'X17" HALF SIZE DATE BY DESCRIPTION APPROV, BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK CEDARS GOLF CLUB DIKE REHABILITATION PROJECT DETAILS - 4 L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.. BROOKHAVEN, NEW YORK 11719 Designed By: PFT stole: AS NOTED sneer No. Drown By: PFT Dote: MAY 2014 7/ N 'wt a 940 W' Afton"* tgxk" ft Alw 12* .,VS. AREA OF FIVE PONDS & TIDAL WETLANDS, 0.6736 ACRES OR 2R3,40SO. FT. ANY AL 1 MN M ADOMN 7V M6 SUM EY IS A WMA ?KW OF' WOM 7209OF IW MEW YORK STATE EDUCA VON LAW. D AS PM MC710N 72M—SbMWSM 2 ALL CEM7MA 7MS HMON ARE VALAD FM WS MAP AND CaRKS 7W7R'ECF ONLY IF SAO MAP OR COMES 'MEAR IW MOWSM SM OF TW "WYV* NHM SXMRA-Rr APPEARS MMON. i ~ gomm 19 h so, sw Mow SVRVLPY OF Pfi, OPERTY A T CUTCRWUR TOWN OF SQU, Ml OLD SVP"LK COVNTY,, N. Y SCAL& *mW soca" socag" 24 2m xw 24 am owmw *VM MOM EASEk"T mm'r ofuAw 4 aw Odom AM i' F $OUVA" A W o DEWOftV4T RIWTS EASO"T 5.69M AMS RESEMW ARE4 1.06W AOW;S MYS. lJC. NO. 496'14 I 'PECONIC ANWKWS� P.C. I- Aj:EAwe.7m Aovs m P JI)76 FAX (651) 765-1797 O." 80. FT. 12M MAKUR STALSET 2N�JP4 IQWWi% A JV- y 119 1 7 106