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HomeMy WebLinkAbout1000-10.-9-15.4 OFFICE LOCATION: ��® s® �® MAILING ADDRESS: Town Hall Annex , �® �® P.O.Box 1179 54375 State Route 25 J�f 1�[ Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 ® �� Telephone: 631 765-1938 C®U�T'I LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 11, 2023 Re: LWRP Coastal Consistency Review for SEAN DAVID RIVERS SCTM# 1000-10-9-15.4 The dock is a permitted structure. A Wetland Permit (4548) was issued in 1995. Docko, Inc. on behalf of SEAN DAVID RIVERS requests a Wetland Permit to retain and rebuild as necessary existing ±15 linear feet of 15' wide and ±24 linear feet of 7' wide pile supported pier including two (2) existing tie-off piles, a seasonal ships ladder to the water, a paddle board rack, a single light, and water and electric services; replace existing floating dock with new 8'x15' floating dock including four (4) associated restraint piles and two (2) mooring whips; install a new 3.5'x±18' adjustable ramp from fixed pier to floating dock; and to install five (5) additional tie-off piles for a total of seven (7) tie-off piles. Located: 219 The Gloaming, Fishers Island. SCTM# 1000-10-9-15.4 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 action is 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: Honorable Lori Hulse, Attorney Town of Southold RECEIVEDr!AUG 2023 0 7 LWRP CONSISTE_ NCS ASSESSMENT FORM Southold Town A. INSTRUCTIONS Planning 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 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. cant ene�ial�� 'sdv +�..�f�ects u the. astsl�att�s: .wltith, clt�des'�all::ofc�outh-IdTo. 1 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. :Thugs.: ih:a>rts ' idirist:bb:e ' .�3 i�ei>detdl btifh..su orti�ti .artd none s_110 ortinia fats: If an action cannot be certified as consistent with the LWRP policy standards and com tions,:i .sha l' n, `e:tiri9ertnlM. A copy of the LWRP is available in the following places: online at the Town of So Id's website (southoldtown.northfork.net), the Board of Trustees Office,the Planning epartment, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 10 49 x,15.4 PROJECT NAME Rivers Dock Reconstruction The Application has been submitted to(check appropriate response): Town Board El Planning,Board❑ Building Dept. F-1 Board of Trustees:® 1. Category of To, of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital El construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: Re .air/restore.an.:d existin .Ion standin 'wood,timber and pile supj22rted ier with a new ram /landin to..flop#n ;gocK.faci1ities.all.waterward.of thea rent hi h water line and repoint existing seawall. �F Location of action: 271 Gloaming Extension, Fishers Island Site acreage: 0.3 Present land use::.Residential Present zoning classificatiin: R401- 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 ofhppWAnt ..Sean David Rivers. (b) Mailing address: 146 Spofford Rd, Boxford MA 01921 (c) Telephone number: 978-376-8781 ..._ s Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes:0 No❑ If yes,which state or federal agency? US ACE, DOS, DEC 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:CO' T-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 F] No [:]Not Applicable .This dock re lar and resotraiton.continues a o riate water de endent use:.of,.an existin .waterfront..site_in accordance with NY8 DEC,,and DOS.Coastp(Mana� ment Program,.Southold,Local..Law No..S,2QQ4.9nq Jhe.Southold LWRI�.The.level pier.: approximate) 4-foot deck height over the stone and.boulder bottom:sediments until reaching ahe apperent mean low water line.There,will be no impairment of waterflow or.navigation. Piles.and rails wil Ibe 42,inches above:the deck-1`hese.improvementftc proposed are in keeping with the nature of the cove including,historic.usage,environmental sources and land values: 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 EJ No 0 Not Applicable <:..._......-.......... ._........................ ............._._.._......__.._-----..............:......._ Attac 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 R No® Not Applicable The proposed work is the repiar and resotration of a wood timber.and pile supported pier,with a new intermediate ramp to the.. rep acement float, all,rou ine maintenance and replacement work. The: oronly visual access.a ec e y is prloect is at e app leant s site an imine is a Haig s n t. is sinal.:dove whc.. ..has-a ozerf,bther.; regi antra aM" .... COMM greial facilities. e'porton of t d-fadi itiy Visible-from,the`DeBfdff and DB`cdhttructiorr hea quarters wi ook su s antra ythesame as the eixstingq dock and is Simi aro a roll. ttac ad ihonaT s eats! 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 11, Yes E No Not Applicable These proposed dock repairs will take place in West Harbor and is acknolwedged to be in in a flood prone area; there �ro..,,_...... ......_......._ ... ..... ._�:.... ..._...._ __. �_......__:..:.. . is limited"wave e;zposure at this site.�l e'site is iodated�66tgide of the State designated Coast�ros of n on-- pier repairs wi a built to accomo ate comp ete_submersion and resist hydrostatic and hydro ynamic up1 pressures- ue to 0o in g: a oC aci i les are uncationa y epen .ent on the site ehara .ensties-. OthOtlhorelinWZFrg-ibt7eM!ia!'o7.fhe site will not change remaining as it has been for 50 years or more as a signle family resider is we _.._. _�.........: _.... .__._.� _ _ .. .,..........�.._...:.. ........................... ..k__...__..........:_....__, �ttacli ad`ditiona�"sleets d'necessary . Policy 5. Protect and improve water quality and supplyin the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria F] Yes 1:1.No VNot Applicable This project is being undertaken in marine habitat at the shoreline of West Harbor/Pirates Cove and will not have any affect on suitablitiy of,or availability:ofi::drinking water on;Fishers Island. _ ...... ttac ha rtiona s eels i 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. 0 Yes �No Not Applicable This project is consistent with this policy because it proposed the_repair of an existing, longstanding pier and dock.facilty at an.acceptable height above the bottom sediments: In addition, the NYS dEC prepared a study:showing that the proposed pressure treatedSouthem.Pine timber roducts:construction materials are suitable for this type.of the . . ... ........ . rV� project in,this location, except for deckingwhich will be of untreated woods or,omcposite.(or..plastic materials. This dock facili... ,restoration. ro'ect.re laces..a,,lon standin .dock facili last rebuilt more than_20 ears a o::.. Attach additional sheets irnecessaty Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes No Not Applicable There are no air quality issues related to this project. No emissions wil [be generated by the dock facilitiy, or the constructionqP a ui mentor process. . Attach addiiionalslteets.if necessary Policy S. Minimize environmental degradation in Town.of Southold from solid waste and hazardous substances and, wastes. gee LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes:❑No VNot Applicable There is no,solid waste or,hazardous substances to be generated from this project. The pressure treated wood trimming from the dock repairs an reconstruction will be collected and disposed ofan accordance with current. n regu ations.so as to`mirnmize any..harniful affect. ,..: 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 Yell No®Not-Applicable This dock facility emanates from private land. The oublic trust lands and waters constitues the area between the mean high.water line.and"mean low water line and_the resources are being protecte y the design standards,dictated b the NYS ITEC:. Tlie intertidal zone.beneath the pier landing is covered with stone and boulders. There is virtually no puplic use of the..Waterfront_in this.afea and.reconstruction of_the.pier belpw the apparent high water line will not influence..or chan0d this.fact. 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 M—Policies; Pages 47 through 56 for evaluation criteria. Oyes � No❑Not Applicable This r ject,is to repair and.restore a ier for water,de endent.re creational.and transportation.boatin ..This usa a is..defined as water.de .endent.in the..LV11RP because.the dock facility is now nd. ill co ti ue.to..be.used for_:recreational boating and provide. oat trans ortaton,access to the.mainland. In.addition:.this. ro'ect..has been...coordinated.with.BD Co struction and A. Pirates Cove Marina,to make.sure that the:restored.dock facili ..will. of adversel affect their commercial marine ventures.and certainly,not ad versely.effect smalle, rvate.recreational boat o erations or nei hbors. . Attach additional slieets if necessary . Policy 11. Promote sustainable use of living marine resources in Long A Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. .:[:]yes No®Not Applicable The Bier is not.used for commercial fishin or shellfish.industdes or ente uses and,the.dock.,im r..ovements ro osed will not adverse) affeot.eKigting cotnmerciai..and industrial o perp tions as verFied.b Pirates Cove.Marina and BD Construction. 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-1 Yes 1:1 No®Not'Applicable This dock.facility is.not used for or in support of any agricultural or aquaculture industries or enterprises Attach additional sheeft if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. 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' `���� r.»rA� .+w+:{t""�r' ��'r<�y � a:�fi,�, •at \ y �Y ,r cy } kf±�'} # I rs� A'..t 6` t� e Py �' `�''�;• 5 +a� f���! .f • _�t' .•i"• a. Yw�. <1?' r1i r�tc,n�tzee F:., Y7 ' ,_'fit! 4• a — Olf ,N a R,x '41 {ji'd'y y�y�•cyn j� r,y r rY* ,� �^ a .r' � a •g`rr . Fes• ��;r � ` f ' •IA WEST HARBOR J PIRATE'S COVE #< FISHERS ISlANIJ, �•- .x:�� NEW YORK ., PLACED STONES ALONG / j TOE OF WALL ;• DAVID RIVEgS PROPERTY t PROPERTY OF SEAN DAVID RIVERS GLOAMING EXT,WEST HARBOR/PIRATES COVE NARRATIVE STATEMENT & SUPPLEMENTAL INF E. FOR NYS DEC,NYS DOS AND TOWN OF SOUTHOLD A JULY 2023 JUN 21 2023 Southold Town Board of Trustees GENERAL David Rivers, the applicant, owns parcel 1000-10-9-15.4 on Gloaming Extension located along the South shore of the mouth of Pirates Cove in the southeasterly section of West Harbor on Fishers Island. Attached are application drawings for pier and float reconstruction for recreational boating prepared for this project showing the proposed configuration and pertinent details. This supplemental narrative has been prepared in accordance with the requirements of the Town of Southold, Ordinance No. 6, 2004, and the Waterfront Revitalization Program related to docks and shorefront improvements. In addition, various coastal policies under the New York State Coastal Management Act are addressed herein for review by the New York State Department of State and Department of Environmental Conservation. DESCRIPTION OF WORK This project is to repair and reconstruct a fixed wood pile and timber pier from the shore out into the cove/harbor and replace the floating dock in accordance with existing guidelines set forth in the Town of Southold ordinance No. 6, 2004. Boulder relocation will be minimal, if any, at the end of the dock facility to provide for safe berthing and avoiding local eelgrass beds. It is envisioned that this structure will be built utilizing the following general sequence and methodology. ➢ The marine contractor will arrive by water with a barge-mounted crane and push boats. Existing structures and float will be removed. ➢ The floating dock and ramp will have been built offsite and delivered on the barge. The float will be launched and set in position with the outermost restraint piles at the corners and new tie-off piles to mirror the existing tie-off piles. Float restraint piles and tie-off piles will be driven and then the barge will be repositioned to remain clear of the accessway. , ➢ Damaged or deteriorated components or section of the pier will be repaired or rebuilt; the project anticipates partial or full reconstruction of the pier. ➢ New piles will be driven starting at the shore landing end of the pier and proceeding waterward at roughly 10-foot intervals to the waterward end of the pier approximately 40 feet from the Apparent High-Water Line. These 24 piles will be wood, driven by double- 1 acting air hammer to a bearing capacity of about 20 tons and pull-out resistance of approximately 10 tons. This generally results in about 10 to 15 feet of embedment of the pile in the bearing stratum. These piles will be Class B 12-inch nominal diameter measured at three feet from the butt. ➢ After the piles are installed, split clamps/caps consisting of a pair of pressure treated Southern Pine timbers, 3 x 10 to 4 x 10 nominal dimension, will be double bolted at each pile transversely forming a pile bent. Stringers will be then bolted on the split caps parallel to the length of the pier. ➢ The outer stringer on each side will'be bolted or spiked to the pile at each bent to secure it against uplift forces that this pier will typically be exposed to. ➢ After the stringers have been connected to the piles and split caps, the decking will be installed. In accordance with the Town of Southold's Ordinance No. 6, 2004, this decking will not be CCA pressure-treated Southern Pine as noted on the drawings. Decking will be oak, cedar hardwood or plastic / composite such as "Timber Tech" or similar synthetic, composite or plastic material with the brushed side mounted up. If composites or plastic are used, decking will be either gray, brown or natural in color. Decking can also be "Thru-Flow" to minimize shading but the odd pier dimensions dictate the use of wood and there is no adverse impact in the use of wood because of the lack of tidal wetland vegetation and SAV. Decking will be attached to the stringers utilizing galvanized nails or stainless-steel Phillips or Flathead square-drive wood screws about 4 inches long and will be set with a '/4" gap between deck planks. ➢ The over-water decking will run at an elevation of approximately6 feet MLW to match the yard and current deck elevation and at least 5 feet above the existing bottom sediments (not including boulders) until approaching the end where the clearance gradually increases until reaching the level ramp landing all at elevation 6 feet above mean low water. See Sheet 4 of the application drawings for the pier profile. ➢ The piles will terminate about 48 inches above the deck surface and have horizontal rail members mounted to them. ➢ A rail of cedar, oak, hardwood or Timber Tech (plastic) material will be installed for safety. The mid-rail can be timber or cable and both details are shown. ➢ Water and electricity will be run out in conduits from the cottage to the pier head in the space between the stringers so that trickle chargers on the boat may be powered during tie-ups. The water will allow boats to be rinsed off after usage. A power post with an internal light will be mounted to the end of the fixed pier with receptacles to provide power to the boats from extension cords. The power post will also have coiling arms for storage of the electric service cord and hose between uses. Because the dock may be used during the hours of darkness, low-intensity downcast lights will be mounted on staggered piles or dock rail posts to illuminate the deck and the walking surface up the cottage. This system will be manually, or radio controlled with a shut-off timer so that the lights will only be on when necessary for safety of the users. The utilities will be within the confines of the existing cottage structure and will not enter the tidal wetlands. ➢ The pier foot will emanate from the northeast side of the stone wall and will span from the seawall, over the existing natural, rocky shore constituting on-turf huffier D EC� E � WE 2 JUN ? I Pn23 U. not be disturbed except for the support piles which will be driven at the near end of the pier, intentionally in the same holes as the withdrawn piles where possible. LOCAL WATERFRONT REVISTALIZATION POLICIES The Town of Southold, LWRP policies that are applicable to this dock proposal are a local refinement of the Long Island Sound Regional Coastal Management Program policies that apply throughout Long Island Sound. The home site on Fishers Island could be characterized as natural, rocky shorefront, however, because of the largely developed foreshore seawall and lawn adjacent to the house and more or less modified grounds, this is a fully developed site. The adjacent shoreline is otherwise, naturally protected by boulders which constitutes a glacial deposit and with little wild riparian buffer vegetation. The developed coast policies are applicable as follows: ➢ Policy 1 is to foster a pattern of development that enhances community character and preserves natural resources to the maximum extent and minimizes adverse impacts on the environment, ➢ Policy 2 is to preserve historic resources, ➢ Policy 3 is to enhance and protect scenic resources and visual quality. The proposed dock facility is consistent with waterfront development in West Harbor and in coastal areas. The length is a balance of minimal practical length, boulder and eelgrass avoidance and encroachment to reach an adequate depth of water to avoid bottom contact and benthic disturbances in accordance with longstanding permitting standards. The pier is made of suitably sized timbers requiring 12-inch class B piles because of occasionally significant wave exposure and utilizes the materials allowable under Local Law#6. This proposal is shorter than most other nearby dock facilities and characteristics for the visual and scenic considerations but also in order to avoid conflict with operations of the BD crew boats. The length is made necessary to reach suitable navigable water. The encroachment has been minimized to be consistent with DEC policies, Southold Local Law#6, US ACOE policies and the structure is as low profile as possible, and high enough to avoid or minimize shading the benthos consistent with the safe and efficient use of the waters and consistent with the tidal range and wave field of this site. The length and geometries of the dock facility are being reviewed with both the Town Trustees and DEC Marine Habitat Protection Bureau in fair detail to assure consistency with both State and local permitting standards and guidelines. Lighting will be minimal for operational safety and otherwise off. Lights will be utilized only when necessary for boating purposes so that during hours of darkness there will be no adverse lighting impact. NATURAL COAST POLICIES The Natural Coastal Policies are 4 through 8 and require consideration as follows: ➢ Policy 4 — Minimize loss of life, structures and natural resources from flooding and erosion, ➢ Policy 5 —Protect and improve water quality ➢ Policy 6—Protect and restore the quality and function of the eco-system, ➢ Policy 7—Protect and improve air quality, E E D RV l5 JUN 2 1 2023 3 ➢ Policy 8 — Minimize environmental degradation primarily from solid waste and hazardous substances. The proposed structure for the recreational boating facility has been laid out and configured to be consistent with the Town and DEC permit requirements for dock structures and operational needs. As such, it provides adequate height to clear environmental resources of concern and the materials to be utilized are consistent with Town of Southold's Local Law #6 regarding environmental quality and the use of pressure-treated Southern Yellow Pine timber components in particular. The length and geometrics of the dock facility will have been reviewed with both the Town Trustees and DEC Marine -Habitat Protection Bureau in fair detail to assure consistency with both State and local permitting standards and guidelines especially as they relate to environmental factors. US Fish & Wildlife policies relating to eelgrass impacts are addressed as follows: • Policy 1- In-water work should be avoided during the eelgrassrg owing season from April 15 to October 31. Eelgrass growth areas observed in the travel way out well beyond the facility and have been avoided by the proposed dock reconstruction project. Work can be scheduled in the fall through spring to comply with this time of year criterion if the permits are received in a timely manner. There was no eelgrass at this dock site but it is known to exist and north of the dock facilities. • Policy 2- Construct the fixed pier a maximum of four feet wide to minimize shading. The pier will be rebuild. The float size is larger than the existing odd dimension float but has been minimized in its size based on approval criteria from the Town of Southold as well as the recommendations of NMFS, Policy 3 to Construct the dock a minimum of four feet above the surface of the water measured at Mean High Water with height measured from the bottom of the stringers,not the top of the deck. The deck height is to keep the structure 3-4 feet above the surface of the water. There is a no fringe marsh vegetation in this location, and the prevailing pier deck height is at an elevation of approximately 8 feet above the bottom sediments and the pier head is at 6 feet above MLW at the end. The stringers for most of the pier length are 8 feet,or so above the sediments but again the existing pier location avoids the eelgrass altogether. The proposed dock construction will take place along the shoreline and is acknowledged to be in a flood prone zone area; there is wave exposure at this site. The new pier will have a minimum deck height of 6 feet above MLW and will be built to withstand complete submersion and resist hydrostatic and hydrodynamic uplift pressure due to flooding and typical wave conditions. • Policy 4- To minimize the risk of propeller dredging and scour, extend the fixed portion of the pier so that the water dqpths in the mooring area are a minimum of four feet deep measured at Mean Low Water, or if the SAV bed extends further than the proposed dock, extend the dock beyond the vegetation. There was no eelgrass noted in the path of the float at the end of the pier or the shallow subtidal water approach during our survey work. By keeping the dock facil' outs�dP�f ® CCE E 4 1 JUN 21 2023 the lateral limits of the SAV bed, we have virtually assured that the boat will not berth over the eelgrass bed. This site is a very active and occasionally relatively high energy boat maneuvering zone and as a result there is little subtidal vegetation and many partially exposed boulders at the base.of the stone wall. There is no tidal wetlands vegetation This project is consistent with this policy because the elevation of the pier to be maintained is at an acceptable height above the bottom sediments beneath which submerged aquatic vegetation may spreadif other conditions are suitable. The shore is completely intertidal and so no tidal wetland vegetation will grow beneath the pier. The NYS DEC prepared a study showing that pressure-treated Southern Yellow Pine timber product construction materials are suitable for this type of project except for decking which is governed by the Town regulations and so it will be of untreated woods or composite (or plastic)materials. The configuration shown on the drawings provides an optimum balance between acceptable design and access standards without depriving any vegetation the opportunity to grow and spread. • Policy 5-Eliminate the ramp and float to reduce shading effects. A floating dock is proposed to be replaced in this application. There is no eel grass at the dock site so the shading affects are not a consideration. • Policy 6- Install a lift for each vessel moored at the dock unless not practicable (e.g. sailboat). The boat(s) should be moored in the lift(s) when not in use. This is to reduce shading effects minimize the potential for scour, and reduce the potential for the bottom of a docked boat to damage the SAV bed. The criterion in this case emphasizes the use of a boat lift. The prohibition is related to Tidal Wetlands Law No. 6 issued by the Town of Southold. In other projects, we have attempted to have a boat lift approved by the Town of Southold, however, the Tidal Wetlands Law No. 6 prohibits the installation of a boat lift unless the applicant owns the harbor bottom. In this case,the applicant does not own the harbor bottom and, therefore, a lift is not permittable under Town of Southold law. • Policy 7- To minimize potential for scour, in-water construction equipment should only transit within the work area footprint at periods of high tide while construction is occurring within eelgrass beds. Again, there was no eel grass observed in the dock area during our survey of this site prevailing water depth in the area where the barge will be set at the end of the pier early in the year when the float will be installed is 3 to 4 feet deep at low tide. Pile driving and setting heavy timbers will be accomplished in a week to three weeks, weather permitting. The potential for scour in this area is negligible at this point. The work will be done at a high tide so that there will be a water depth of 7 feet or so where the barge will be set up. • Policy 8- To avoid minimizing impacts GIS lavers of mapped eelgrass beds within the project area should be provided to the contractor so they are aware of the eelgrass locations at all times. E E D JUN 2 1 2023 5 Snt tthnlTown There was no eelgrass at this site as noted on the surveys prepared for the project. The contractor will be furnished with the permit drawings for the modifications for this project and is aware of the typical best practices for dock building in proximity to eelgrass prior to the pier construction project. There will be no significant adverse impacts to air quality resulting from this structure and the reconstruction of the dock should not diminish overall environmental considerations in West Harbor and will protect water quality, the quality of the ecosystem and minimize or avoid degradation of environmental resources. The modified dock facility will still accommodate the same boats that have struggled with the inadequate dock access for decades. PUBLIC COAST POLICIES Policy 9 sets forth a priority to provide for public access and recreational use of coastal waters, public lands and public resources of the Town. This project improves a recreational boating facility for the property•with a design that utilizes a pile supported structure elevated so it is consistent with this "access"policy and will not adversely affect public access to or use of Public Trust Lands or Waters of the State, even in the area of the larger float. WORKING COAST POLICIES The policies of this section relate to the following: ➢ Policy 10 — Protection of the Town's water-dependent uses and promoting new water- dependent uses in suitable locations, ➢ Policy 11 —Promoting sustainable use of living marine resources, ➢ Policy 12—Protect agricultural lands, ➢ Policy 13 —Promote appropriate use and development of energy and mineral resources. While most of the Working Coast Policies are not applicable to this site or this type of project, Policy 10, promoting water-dependent uses and the siting of water-dependent uses in appropriate areas is applicable. The proposed project has been laid out to make the most beneficial use of the land and the dock facility in the most appropriate point of the land where access from the shore will not require enlarged or excessive structural facilities modifications. The alignment depicted is to minimize impacts on valuable habitat and environmental resources including the negligible tidal wetlands vegetation and no eelgrass documented at the site. The length proposed will keep the boat access maneuvering out beyond propeller contact potential and yet also clear of the practical maneuvering requirements of adjacent larger boats. The land origin point of this project is private land. The Public Trust Lands and Waters constitutes the area between the Mean High Water and Mean Low Water Lines and the resources from the High Tide Line out. Environmental resources at this site are limited and site habitat features are being preserved. The potential for growth is being protected by the suitable alignment and height standards dictated by the NYS DEC. There is virtually no public use of the waterfront in this area and the construction of the pier and dock are all waterward above the Apparent High-Water Line and are not likely to influence or change this historic usage. The Public Trust Lands at this site are substantially,obstructed by the rockandho d r_� _ a, the intertidal and nearshore shallow subtidal zone. RLJUN: v I 6 1 2023 Southold _Fowa The purpose of this project is to modify an existing dock facility for water-dependent recreational boating as defined in the LWRP. The dock facility will provide recreational boating and boat transportation access around the island or to/from the mainland without adverse environmental impacts and while protecting the existing habitat and resources. There will be no despoliation of tidal wetlands vegetation or submerged aquatic vegetation at this or adjacent sites related to this project during construction or usage of the dock facility for recreational boating access. This project has been laid 'out with specific reference to and review of the Waterfront Revitalization Program policies and is consistent with these policies. In summary, the new dock facility is adapted to is made from an existing longstanding pier but an inadequate floating dock which will be improved by the project and yet remain typical of recreational boating facilities throughout the area and all along coastal New England. The structure has been minimized in size, height, length and structure to be consistent with other facilities of a similar nature and the minimum necessary components to accommodate safe and efficient boating operations from this site safely in a variety of climatic conditions, while preserving and minimizing, infact avoiding wetland and eelgrass impacts and conflicts with adjacent boating traffic. This project does not interfere with public access or-use of Public Trust Waters and Lands of the State, it does not interfere with navigation, it will not create soil or sedimentation erosion or. scour problems, it does not adversely affect environmental resources and in the area where the facility must span the-intertidal zone at the shore line, the facility has been located in the area of rocks where environmental resources have already been diminished by climatological factors so as not to worsen any of these conditions and avoiding waters fouled by the boulders to e extent that they are not navigable. While there is no tidal wetland vegetation or eelg.1ss;onsite, the height of the structure has been specifically addressed to allow typical native trial wetlands vegetation to grow if other conditions are conducive to such growth. The dock facility has also been configured to reach out to the deepest available water in Pirates Cove short of the travel way so the alignment has favored boulder avoidance but, if required, the boulders to be removed will be relocated beneath the pier in the existing boulder and rock seawall toe/Protection so as not to change the site characteristics and not to extend impacts into adjacentresource areas. Dredging will not be an issue now or in the forseeable future, thus further minimizing adverse environmental impacts. There is no loss of valuable marine and wetland habitat and no water quality d gradation because of this project. No natural protective features or processes will be adversely i pacted as a result of the proposed docking.facility. The dock spans over an area of nearshore b,ulders and there is a no submerged aquatic vegetation in the dock or berthing area. Reference is made to the NYS DEC study from 2000 indicating the suitability of pressure-treated Southern Yellow Pine piles and super-structure components for this type of purpose. In accordance with Local Law #6, decking for the pier deck treads will be of plastics or woods other than Southern Yellow Pine. This project is consistent with zoning policies and ordinances for the Town. The.dock facility will be an accessory to the cottage located at this site. There will be no development of the upland related to this dock facility that will create point sources of pollution or drainage. EC E � WE 7 J UN 2 T 2023 7 Southold Town This project is providing recreational boating and water usage opportunity compatible with the natural resource values and characteristics of the site. REQUIREMENTS OF SECTION 97-25 OF THE SOUTHOLD WETLANDS LAW 6 The permittee acknowledges that the validity of this permit is subject to the approval of other governmental or municipal authorities. The permittee does, by the acceptance of this permit, assume all responsibility for operations undertaken pursuant to this permit, and shall take all precautions for the prevention of injuries to persons and property resulting from such operations. By such acceptance, the permittee also agrees to indemnify and hold harmless the Town and its officers. The permittee gives consent to the Town and its officers, employees and agents to enter upon the premises where such operations are being conducted to make such inspections to determine whether said operations are being conducted in conformity with the permit. The permittee will notify the Trustees in writing one week prior to initiation of any and all operations. The permittee will notify the Trustees in writing upon completion of operations such that the site can be inspected for issuance for a certificate of compliance. In response .to Sub-section 2a and the General Rules for Standards of Residential and Commercial Docks, the following additional information is offered. 1. Permits for the work are being applied for simultaneously through the US ACOE, NYS DEC and a Coastal Zone Consistency determination by the NYS DOS. 2. The new piles to be installed will be 12-inch diameter Class B wood of sturdy, durable and stable growth, in all likelihood, Greenhart, Kakaralli or CCA pressure-treated Southern Yellow Pine (SYP) piles with new split caps and braces of the same SYP materials. These members will be a minimum of 3 x 8 to 4 x 10 timber with double 3/4" bolts per connection, or in some cases, one 1-inch bolt per connection. These sizes are predicated based on sea conditions during rough weather. The pier is a fixed, pile-supported timber structure and therefore will not adversely affect the free circulation of water or reduce the effects of fluctuating water levels in Pirates Cove; only piles will span the water column. In addition, the new float or even full pier reconstruction does not present any adverse modification of the shoreline. The pier's end elevation is such that in extreme high flood tides in storm (hurricane) surges the structure will be inundated below the wave break tubulence. The structure's SYP timber materials represent the standard of the industry being specifically grown and treated for this type of usage and are capable of withstanding full immersion. With the connections described above, this structure will be able to survive repeated inundations and even direct waves at high tide elevations with a structural life of approximately 20 years. Severe storm performance cannot be guaranteed. 3. The pier support, because of its height, will include driving new 12-inch diameter Class B piles at nominal 10-foot intervals to the maximum extent possible in IDECE �rE II 8 N J U N 2 1 2023 .0 order to obtain the desired pier alignment and support intervals; 12-inch piles will be used for the tie-offs. Twelve-inch piles are required for this pier because of the difficult pile driving conditions in the boulder laden bottom sediments. The use of CCA pressure-treated piles and timbers can be approved for this project in accordance with Local Law 6. Ten-foot bent intervals will vary as necessary to accommodate pile driving conditions around boulders and the shape of the deck. 4. The pier and float will not be decked with CCA pressure-treated Southern Pine, yet this pier walkway will not provide a safe pedestrian surface for access to the berthed boat. Rails may be installed on the pier for safety of the users. 5. The longstanding dock facility is located along the northeast edge of the property waterfront. The 15-foot side yard clearance specified in this paragraph has been honored on the east but allows only a 10 foot offset to the west. The lateral clearance of almost a hundred feet to BD should not be an issue because the proposed pier does not represent a significant encroachment into the logical boating operations area to which BD has agreed and submitted a letter of no objection. The dock facility does not project into the navigation way for other boaters in the Cove because of the recessed shoreline and number of rocks in the shoaling nearshore waters. The floating dock is considered desirable and appropriate for boating safety because of the limited exposure to waves from the north and inherent stability. 6. Upon receipt of the permit for this project, appropriate permit numbers and a Town permit placard will be affixed to the most seaward face of the pier for identification from the water. 7. The only permanent structures located above the pier decking other than the power post and railing which are fixed by function, are possibly a deck mounted dock box over the boulders at the shore side landing. 8. A five-foot passage beneath the pier between the Mean High and Mean Low Water Lines has been provided. Foot traffic in this area is rare, if at all due to perpetual inundation of the nearshore sediments, and so the additional structure of an"up and over" stairway has been left out of this pier layout. NEW YORK COASTAL MANAGEMENT PROGRAM These application documents include a copy 'of the Federal Consistency Assessment Form utilized for the New York State Coastal Management Program under the jurisdiction of the New York State Department of State. The following policies have been identified as pertinent to this application and the reason for consistency associated with this project is outlined in each respective case. • Policy 2 —Water Dependent Uses — This project is to construct a fully functional water dependent use, a dock facility at this site in support of recreational boating. • Policy 5 —Use of Existing Developed Shorefront — There is developed shoreline on this site. This project utilizes existing shorefront which is dominated by a seawall stone. Wave energy has diminished shoreline resources. The pro'ect will include rebuilding a D) C E E JUN 2 1 2023 9 !! Rni ithnIcl Town I pier and extend it to a logical shoreward terminus to make it safe and reliably usable in most boating conditions in accordance with the NYS DEC 4 foot depth criteria. • Policy 7—Simificant Fish& Wildlife Habitat—Protection of significant fish and wildlife habitat has been considered in the development of this project layout. The pier, to the shoreward point beginning, will maintain 4 feet above the rock in the intertidal water and should not jeopardize the integrity of any vegetation outcrops, should they colonize this area in the future. Typically there is a slight environmental benefit to a pier and float project because of the creation of structure in the water column where barnacles, algae and crustaceans will colonize and grow and shelter is provide for juvenile fish. • Policy 8 — Protection & Preservation of Habitat — Protection and preservation of habitat has also been considered in this project and the dock structure is being rebuilt to its configuration of existing width, length and height and materials consistent with standards of the industry and restrictions set forth in the Wetlands Law,No. 6, 2004 set forth by the Town of Southold and standards of the NYS DEC. The pier is located over a stony part of the beach to make use of the obstructed, least desirable beach habitat and avoid the eelgrass to minimize damage to natural resources based on existing conditions documented in the survey. There was no eel grass observed at the floating dock site. See Natural Coast Policies on page 3 of this narrative. • Policy 11 — Minimize Damage to Natural Resources - The dock reconstruction project has been laid out in such a way so as to minimize damage to Natural Coastal resources as identified in Policy 8 above. The dock facility was originally sited in the area to avoid boulders on the sediments have already impacted shoreline vegetation and fouled the area to navigation. US Fish and Wildlife Service Guidelines for eelgrass beds have been substantially complied with as addressed in the Natural Coast Policies on page 3 of this narrative. There has been no eel grass found in the pier or floating dock area. • Policy 14—No Measurable Increase in Flooding - This project consists of construction of an open wood pile and timber pier which in no way adversely affects water flow and circulation in Pirates Cove or flooding potential of the area. Flood levels all around Fishers Island are dictated by water levels in Long Island Sound, and Block Island Sound and this structure will have no adverse influence or in any way impact on those levels. • Policy 15 —No Dredging=Dredging, isnot required in this project, however, boulders, if found to hinder construction, will be moved from the pier bent and berthing area and relocated to the footprint of the pier consistent with the benthic characteristics of the site. The dock system has been laid out in its current location and configuration to avoid any dredging requirements. The minimum prescribed water depth of 2 feet, as generally recommended by the US ACOE, and 4 feet as recommended by the NYS DEC has been reached. • Policy 19 —Impact on Public Access — Public access will not be jeopardized or impeded as a result of this project. Environmental resources at this site are limited and site habitat features are being preserved. The potential for growth is being protected by the suitable alignment and height standards dictated by the NYS DEC. There is virtually no public use of the waterfront in this area and the reconstruction of the pier and new floating dock are all waterward above the Apparent High-Water Line and are not likely,to influence or lo ! J U N ._ 2023 change this fact. The Public Trust Lands at this site are substantially obstructed by terrain, wild shoreline vegetation and the boulders which span the intertidal and shallow subtidal zone. There is almost no public access usage of the public trust lands or waters at this site except kayaking and canoeing which are also uncommon. The upper intertidal zone and shallow subtidal zone is significantly covered by boulders and the shallow sub- tidal waters do not present any opportunity for navigation or enticement for public access in the area. The width of the mouth of the cove is 500 feet so the pier occupies far less than the landward 25% of the waterway width in accordance with US ACOE policies. Thus, public access to the State's lands and waters will not be adversely affected by the project; the pier is high, 5 feet above the submerged seawalls and so if someone wanted to walk this shoreline they will be able to, but such access has not been observed. • Policy 20 — Public Trust Compatibility with Existing Adjoining Properties and Land Uses- ' Public Trust compatibility with existing adjoining.properties and land uses have also been considered in this project. This docking facility has existed for decades. Some nearby properties have small docking facilities similar to this one and this docking facility will not interfere with existing or the likely configuration of future facilities on nearby properties. • Policy 21 — Water Dependent Recreation — This project is consistent with water- dependent recreational opportunities policies set forth in this section. • Policy 24 —Scenic Resources, Impairment or Loss - This policy is designed to prevent impairment or minimize loss of scenic resources. The fixed wood pile and timber pier will be to the side of the straight-out field of vision for both the neighboring properties and should not represent such an extent of encroachment or structure which would create a loss of scenic resources since it will still occupy the area(s) which have typically been encumbered by the boats as tied off to the longstanding dock facilities. • Policy 25 —Enhance Overall Scenic Quality - The new dock structure except for resource design requirements will be consistent with typical dock characteristics, the scenic features of the area and prevent loss of scenic resources as described in Policy 24 above. • Policy 44 —Preserve and Protect Tidal Wetlands—Tidal wetland vegetation on the rocky shorefront is a nonexistent between the non-turf stone wall and toe stone buffer at the water's edge at the dock site. The construction of the fixed wood pile and timber pier has taken advantage of the historic shoreline at the cottage and will avoid adverse wetlands impact. The pier height and alignment also avoid eelgrass beds which grows in patches in the shallow subtidal waters east of the dock site. The height of the pier should'allow opportunities for the growth of the tidal vegetation naturally up to, and to an extent, beneath the wood pier if other conditions are suitable. The pier being orientated northeast-southwest will allow sunlight in beneath the pier from the east in the morning and the west in the afternoon and will lie well clear of observed patches of submerged aquatic vegetation. SUMMARY This project proposes a new replacement floating dock off a longstanding fixed pier to be rebuilt for recreational boating access for the property of the Rivers family on Fishers Island, incorporating extensive measures to avoid impact to a productive habitat, while maintaining DJ 11 JUN 2 1 2023 i • habitat values and avoiding despoliation of tidal wetlands or submerged aquatic vegetation. A copy of all US Army Corps of Engineers, NYS DEC and NYS DOS applications and supplemental drawings and photographs are attached as substantiation for this project. This project complies with applicable standards of the New York State Coastal Management Act, NYS / DEC Tidal Wetland Regulations and criteria for approval and the Town of Southold Waterfront Revitalization Program and Local Ordinance No. 6, 2004; approval of this project is thus respectfully requested. Respectfully submitted, DOCKO, INC. Keith B. Neilson, P.E. r. E VJ E � i1 JUN 21 2023 t Southold Town Board of Trustees 12 , d w�� 1 ,. 2 2023 z�;11. od '..,�+1.:Fi•.... t` a nA''r- .q I� 5 t5 tN 9,:' L — tr RSIC` '_U517�g " I9�i HA% ;T ° �� /,: d 0° ss//,, - �,^pi�`.tar tcli, 9 '„.I i:4""A4re.�-•r✓ lb ,,?� /',`.••.:.\',�' •Y��^ ' Q .111 ..D �`.A`j�� \9t R4� nuu. y TOW N = y ,, „....9.• -r,; v/F PROPERTY of DeBROFF , ..R... ..aw `•. ' ” r, PROJECT.' DOCK f:, LOC�.T101V .P REFERENGE ;. REGONSTRUCTIO GHART:13214 ;l n` GRAPHIC SGAL.E' O ICOO IN YARDS PROPERTYNOTES: 1.ELEVATION DATUM IS NAVD 1988. %`, :: "i='. •;, -?: of RIVERS CO\/Etl 2.TIDE DATA IS TAKEN FROM 2023 NOAH TIDE V �•,r: I 1 ... -„ '�• t' TABLES REFERENCE:NEW LONDON. N/F PROPERTY 3.PROJECT DESCRIPTION'RETAIN AND REBUILD AS _NECESSARY 15±LF OF 15-FT WIDE AND 24--LF OF 7-FT WIDE PILE SUPPORTED PIER INCLUDING TWO TIE-OFF ! '. _•}: .'.- "ate':�. a _,. .•. r�.;_�:.:.".-•-, �;�••�4:.:;-;._ .: _ ) � _ ��<`PILES,SEASONAL SHIPSLADDER,PADDLEBOARD RACK,WATER AND ELECTRIC SERVICE.REPLACE EXISTIf\1G FLOATING DOCK WITH NEW`8-FT X 15-=7 FLOAT INCLUDING ASSOCIATED RESTRAINT PILES, Ll s 7W0 MOORING WHIPS,Ad\l ACCESS RAMP ANDA ::..,C`.:�.�-_:.a'n•..`.:it:'.�- '•� 1—,--�,�'' .. 011 G NEW TIE-OFF PILESALL WATERWARD OF THE \ APPARENT HIGH WATER LINE �'4.PROJECT PURPOSE:THE DOCK EXTENSION WILL /PROVIDE IMPROVED ACCESS FOR RECREATIONAL f .'�• - BOATING. THESE APPLICATION DRAWINGS REPRESENT ;.7:A COMPILATION OF SURVEYS FOR ENVIRONMENTAL PERMIT PURPOSES.THEY ARE NOT CONSTRUCTION CONTRACT DOGUMEN T S.A TOWN BUILDING PERMIT MAYBE REQUIRED. 6.ADJOINING PROPERTY OWNERS: WEST: BRIAi\1 KAR RO EN D B FF r � e ��'' -'�•f - " ' " " 2220 HUNTINGTON TPKE. EAST: TRUMBULL,CT 06611 SITE: ROBERT E.BROOKS DAVID S.RIVERS �- GRAPHIC 5-ALE I'=200 1232 THE GLOAMING -711 THE GLOAMING EXTENSION FISHERS ISLAND,NY 06390 FISHERS ISLAND,NY 06390 I 200 100 O 200 PROJECT: DOCK RECONSTRUCTON REVISED 5-30-23 D.I. LOCATION: FISHERS ISLAND-TOWN of SOUTHOLD q� NKEiT BOAT BERTHING ' SUFFOLK COUNTY,NEW YORK AZ. OWATERWAY: WEST HARBOR-PIRATES COVE G7 h REVISED 7-6--23 D.R. i DATE: MARCH Q`•a: �[i� y a �tiis ` 27,2023 o 0 ' ICCN NEW TIE-OFF PI-; ES APPLIGt\T a DAVID PJ`•✓ERS - i = w REVISED 7-25-23 T.O.S. / n f FLOAT LOCATION(CE-1,A) I AGENT: SHEET 1 OF 4 s� os I�OGKO, INC_ 8692" �F. Keith B.Neilson,PE ® �� FE S',0 Mystic,GT 06.355 ' 860 572 8939 PWG 23-03-3261 EMAIL:office@docko.com 1:elrh 3.Ned—I,Docko Im. 7,7"2023 10:..10 AM River=�ocl--E�crensirn_7$,d�V9 -12- JUk 2 5 2023 LLJ '1/'11 'WEST \/O� V— GRAPHIC EGALE 7'=30' 30 20 10 0 30 NOTE:APPARENT RPARAN LINE BEGINS AT APPROXIMATE PROPERTY CORNER AND EXTENDS \ PERPENDICULAR TO SHORELINE NOTE:NO EELORA55 WAS OBSERVED IN THE VICINI`IOF THIS PROJECT h` FLOAT AP-::;IROXIiATE COASTAL' EROSION HAZARD LIMIT-\ /PIER/ EXISTING 8.5-FT WIDE X 10-FT -EXISTING SEASONAL SHIPS LAC)DER FLOAT with BOARDING LADDER, and 5Vv1M LADDER 0, \NTING TIE PILI EXIS -OFF —EXI57-NG SUPPORT PILE(?YP) _ _ ,,m:ss+S< �2:+ N ,,, � EXISTING OUTLET XIS I NO LIGHT and ELECTRIC 0 \,,,EXISTING PILE SUPPORTED A.4t �r,7�EX(ISTING SUPPO MBER PIER DE--K ELFT BEL PIER(TYP OFF:3) EXISTING PAODLEBOARD RACK N/F PROPERTY air.F�,9- '`' of DeBROFF SIT PROPERE_I"r' -gy cF RIVERS gg / _ \ \t ,;r_:.;� vk - N N/F PROi-EK 1T & APPROXIMATE /,Of BROOKS Ilk PROPERT Y LINE N/F P of BD CONSTRUCTION, AIR BATHYMETRIC SURVEY by VESPO5 SOFTWARE and SURVEYS ELEVATIONS ARE BASE[)ON NAVD'88 PROJECT: DOCK REC0N-5T.QUCT10N REVISED 5-30-23 D.I. LOG/4�-IION: FISHERRS ISLAND-TOWN of SOUTHOLD tL of INS BOAT BERTHING SUFFOLK COUNTY NEW YORK REVISED D.R. WATERWAY: WEST HARBOR-FISHERS 151-AN E rNEW TIE-OFF PILES DATE: MARCH 2?,2023 ;7-3 CX 7 : APPLIG,414\iT: C)A\I!D RIVERS REVISED 7-25-23 T. a: FLOAT LOCATION(CERA) AGENT: SHEET 2 OF 4 Lu EDOGI<G), INC. _ Keith B.Neilson,PE 0 .4 06869V Mystic,CT 06355 p 0 )PESSIo" 8605728.939 DWG 23-03-3261 EMAIL.office0dockoxom Ke,Th B.Neilson,Docko Inc. -7;-i/2023103-,Am River_Docs E.ttensicn_2-B.dvvg -Ejf��j FD) E C '\JM' 2 5 2023 p 1 NOTE APPARENT RIPARIAN LINE BEGINS ATAPPROXIMATE PROPERTY CORNERAND \ 1 \ \ `-- -EXTENDS PERPENDICULAR TO SHORELINE \ Gori tald Tov°va W1=S7 HA�BOII� i� 8;;ard of Trustees \ FLOAT/ APPROXIMATE COAST I EROSION HAzARD LIMIT K 4u NEW 3-F-7 X 15tF-7 RLE 5\ \ NE FLOAT 5 NEW MOORING WHIP(lYP) BERTHED BOATS NOT TO /PE' ` , 1 EXTEND BEYOND LAST PILES a �fi t\4 1 1 - —NEW TIE-OFF PILE YP) EXISTING TIE-OFF PILE TO RE"INN2 - ' / 2� /< -Z / NEW35-Frx 16sLF �1 \ \ EXISTING SEASONAL SHIPS 6 \ FLOAT,4CCE55,Q4MP ® — a LADDER TO BE RETAINED \ TIE-OFF PILE EXISTING TIE-OFF PILE \ `3\ ry ��r —TO BE,AS NECESSARY \ EXISTING PILE SUPPORTED PIER 1 TO MAINTAINED or REBUILT �IfNTES CO\/� EXISTING ELECTRIC and WATER UTILITIES TO BE MAINTAINED OR REPLACED s \ S N/F PROPERTY _ `1 EXISTING PILE SUPPORTED PLATFORM of DeBROFF"° \: TO MAINTAINED or REBUILT ` I ST NG,PIER 50PPORT TIMBER te t\ 1 EXISTII1I0 PADDLE BOARD 2aG<TO BE RET.A!NED ? p BELOW DECK/0 BE REPLAGED A ANIECESSARY ITYPj EXISTING STONE SCOUR n I -_ EXISTING DRY LARGE PROTEG ON A_ONG-TOE OF's/ALL ` STONE SEAWALL LgU/N PROGERT" Is GZAP;-�Ic SCALE I 20 of RIVERS r � -- 2 10 0 20 Ax A axis TING MuL71-SToRY % RESIDENCE iii• BATHYMETRIC SURVEY by VESPOS SOFTWARE and SURVEYS`~ ELEVATIONS ARE BASED ON NAVD'88 PROJECT: DOCK 12EGOINISTRUGTION LOCATION: FISHERRS ISLAND-TOWN oFSOUTHOLD ! . REVISED 5-30-23 D.I. SUFFOLK COUNFFY NEW YORK �QF RE BOAT BERTHING WATERWAY: WEST HARBOR-FISHERS ISLAND REVISED 7--6-23 D.R. DATE: MARCH 27,2023 i NEW TIE-OFF PILES .kPPLIGANT. DAVID RIVERS REVISED 7-25-23 T.O.S. a' o n , c FLOAT LOCATION(CEHA) AGENT: SHEET 3 OF 4 noc<o, INC. Keith B.Neilson, PE Mystic,CT 06355 FESSI ONP� 860 572 8939 DWG 23-03-3261 EMAIL:ofAce@docko.com V&th B..Nellson,Dccka Inc. 7,125/2023:2:27 GNl z�vers_Dock-Ex'ensien_3-F.Cwg r J U L 2 5 2023 NOTE:DECKING-NOT GGA -NOTE'-FC OAT 4ESTRAINT PILES NEW FLOAT TREATED, HARDWOODS MUST 1 NEW 3.5-F7X ARE NOT SHOWN IN THIS VIEW RESTRAINT PILES� BE GERTFIED BY FOREST Ba 'of Trlstaes�_ TOP EL 15.1(Tl:n) STEWARDSHIP GOUNGIL 22sFr CLEAR— `I EXISTING PILE and TIMBER NO FURTHER THAN EXISTING SUPPORTED PIER DECK EL 4.4t i I I _ TO BE RETAINED and AINTAINED) ! 10-LF FLOAT I j �, ACCESS RAMP 16tFT CLEAR ! !,i NEW 8-FTX 15tFT PILE RESTRAINED FLOAT AHWL1.9- — NAND0.0- - - - _ —ALWL-1.7- — ��'' •B07T'.:.�: :gyp,, O SE IMENT 5 "��' S SAND•- G��•. t% 1 Y I GRAPHiG SCALE 1"=10' 1VEW,TIE-OFF P+LE TOPEL 15.1(T \ YPj\ to s o to NEW FLOAT EXINC STONE EXISTING PILE and TIMBER SUPPORTED PIER R'E57PAINT PILES - �SCAW'ALL � I FDF_CK.L d,4.•TO BE RETAINED and MAINTAINED TOP EL 15.1(/Y.D) � NO FURT1•-IER / _E:XSTING �I� �I� ,�-EXISTING MOORING VVHIP i{ 7HAN E>QSTING i RZDLEBOARC RACK EXISTING LIGHT, �;I 92r� J L-,F-r WATER and ELECTRIC NEW 3.5-FT X 18-FT ' 15tFT X15-FT lil NEW 8a-I X PIER SSGT ON WIDEE ONS 15tFT PILE FT REP,SECTION FLORE3AT4INEDI :< — EXISTING FIE U RT TMBER TYP)- — —MHW 0.8— - - I —I — ,i ' --- l ALWL fill -l.i Sj' 14sFT BEYOND~� - a c TING S�qW L EXISTING FLOAT .�.:. ._:;....:-.-:• •:SCOUR P -- - - ROTE N 1 -;EXIST INC,SEASONA :. :. :EXISTING PIER SUPPORT PILE P S LADDER � I' --- ?-80TTOMEC I S I ENTS AND i I .: COTE:NOT - JO AL_ TIE-OFF FF t-0 PCO I L PILES ARE SHOWN l GRAPHIC SCALE v=10 ELEVATIONS ARE BASED ON NAW'88 I 10 5 0 10 PROJECT. 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