Loading...
HomeMy WebLinkAbout1000-57.-1-38.3 � OFFICE LOCATION: � OF SO(/jyO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G ® Q Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 10, 2021 Re: LWRP Coastal Consistency Review of CONKLING ADVISORS, LLC SCTM# 1000-57-1-38.3 Brant Reiner of Nelson, Pope &Voorhis, LLC on behalf of CONKLING ADVISORS, LLC requests a Wetland Permit to dredge ±1,226 cubic yards of sediment from the marina basin inlet (±14,250 square feet or±969 cubic yards) to a depth of-6.0' below Mean Low Water (MLW) and the southerly area of the marina basin (±3,475sq.ft. or 257cubic yards) to a depth of-4.0' below MLW; these areas will be dredged with a long-reach excavator from stabilized areas of the shoreline along the west and north ends of the easterly peninsula, where possible; some barge work may be required for the dredging of the seaward areas of the inlet and the placement of dredge materials onto the westerly and/or easterly peninsula; construct±200 linear feet of"Doublewall" block retaining wall system to an elevation of 7.00' (NAVD 88) along the south shoreline of easterly peninsula; removal of scattered concrete rip-rap along the southerly shoreline of the easterly peninsula and replacement with a ±2,300sq.ft. revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 501b./stone base layer landward of MLW; construct ±33 linear feet of Navy-style bulkhead with an 8' return to the south to an elevation of 7.00' (NAVD 88) along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula; construct±233 linear feet of Navy-style bulkhead to an elevation of 7.00' (NAVD 88) along the northerly shoreline of the easterly peninsula; construct ±237 linear feet of low-sill bulkhead to an elevation ±0.33' (NAVD 88) along the northerly shoreline of the easterly peninsula ±6' seaward of and parallel to the above mentioned new bulkhead to create ±1,375sq.ft. of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora) along this shoreline; the created wetland area represents a 1:6 mitigation ratio for±270sq.ft. of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project; remove ±954 cubic yards of dredged material from the above referenced inlet and boat basin of this project to be placed between the "Doublewall" southerly block wall and the north and west bulkheads on the eastern peninsula; the filled/upland area will include ±4,500sq.ft. of permeable (oyster shell) surface with an elevation of 8.00' (NAVD 88) to match the highest elevation of the existing peninsula grade with benches and low-profile bollard lighting (for sitting, education and viewing areas), and ±2,850sq.ft. of variable width vegetative buffer areas (planted with native seaside vegetation), around the perimeter of the retained areas; removal and in-place replacement of±320 linear feet of steel bulkhead around the westerly peninsula with new vinyl (CMI) Navy-style bulkhead: the top of the existing bulkhead is at elevation 5.50' (NAVD 88); the top of the new bulkhead will be raised 18" to an elevation of 6.90' (NAVD 88); remove ±255 cubic yards of dredged material from the above referenced inlet dredging portion of this project to be placed on the western peninsula to match the elevation of the new bulkhead; permeable (oyster shell) surface siting areas and walkways will be constructed through he western peninsula; the remainder of the peninsula will be re-established with native seaside vegetation consistent with the plant species and quantities; and the osprey pole currently on the eastern peninsula will be relocated to the western peninsula. Located: 1760 Sage Boulevard, Greenport. SCTM# 1000-57-1-38.3 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP provided. 1. Seasonal limitations for dredging impacts to wildlife and finfish are recommended to be stated within any permit. 2. Clarify the reason to relocate the osprey pole. 3. Clarify if the use of oyster shells on the peninsula is the best substrate for wildlife habitat. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney RECEIVED Town of SoutholdSEP 0 9 2021 1SISTEMV ASSESSMENT FORM �-- - - SOU:i:Uiv �OVVri Planning Board A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a det6nnih tion 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 tirop6ted action will be evaluated as to its- sigr6ficant beneficial and adverse effects upon 6c co tal'�wa[ruhich includes all of Southdld Totivrt 3.- 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 an wcr trust be explained in-detail, listing b2 h sugpprting__qffduon- stipportine 9facti. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall riot-Ise unmet-tgk6n. i A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 57 1 38.3 PROJECT NAME Brick Cove Marina - Dredging and Peninsula Restoration R The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ✓❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g. grant, loan,subsidy) (c) Permit,approval,license,certification: ❑✓ Nature and extent of action: Refer to project narrative addendum attached to this application package Location of action:1760 Sage Blvd,Southold Site acreage: 12 47 acres Present land Use:Manna/residential/pool with bathhouse/tennis Present zoning classification: Marine II 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;nt;Conkling Advisors,LLC (b) Mailing address: c/o Andrew Salomon,PO Box 12,East Marion,NY 11939 (c) Telephone number: Area Code( )631-427-5665 x186 (d) Application number,if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes 0 No Z 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 foram be returned for completion. (DEVELOPED COAST POLICY p 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 LVVRP Section III—Policies; Page 2 for evaluation criteria. Yes No Not Applicable This project meets the Town's LWPR Policy 1 standards,which includes"encouraging water-dependent uses to concentrate in existing locations of mantime activity, See Project Narrative Addendum included with this application Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Sectggioon�� III—Policies Pages 3 through 6 for evaluation criteria L1 Yes l_l No ❑✓ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No ❑ Not Applicable This project meets the Town's LWPR Policy 3 standard 3 1G,which seeks to"Enhance visual quality and protect scenic resources throughout the Town of Southold Improve the visual quality of historic maritime areas. See Project Narrative Addendum included with this application Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable see Project Narrative Addendum included with this application 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 W]Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑✓ ❑ ❑ Yes No Not Applicable see Project Narrative Addendum included with this application 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. 0 Yes NoV 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 LW" Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes No Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. 0✓ YeLl No❑Not Applicable see Project Narrative Addendum included with this application Attach additional sheets if necessary WORIaNG 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 0 No R Not Applicable see Project Narrative Addendum included with this application Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Pecouic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. Z Yes „ ,No❑ Not Applicable see Project Narrative Addendum included with this application Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III -- Policies; Pages 62 through 65 for evaluation criteria. Yes No 0 Not Applicable -- Attacli 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 Q✓ Not Applicable PREPARED BY,Brant Reiner(Nelson,Pope and Voorhis) TITLE Protect Manager DATE July 18,2021 ;= NELSONPOPE VO.ORHIS environmental nuse -planning Town of Southold Board of Trustees Project Narrative and Application Addendum Chapter 275 Wetlands Permit and LWRP Consistency Review Prepared by: Nelson, Pope &Voorhis, LLC(NPV) 70 Maxess Road Melville, New York 11747 Prepared for: Brick Cove Marina 1760 Sage Boulevard Town of Southold, Suffolk County, New York NPV No. 21009 Date: July 28, 2021 Conkling Advisors, LLC, the owners of the Brick Cove Marina property located 1760 Sage Blvd., Greenport, Town of Southold, NY seek approvals for much needed channel maintenance and marina basin improvements. The improvements include the dredging of the southerly area of the marina basin as well as the basin inlet channel and the restoration of two peninsulas ("easterly peninsula" and "westerly peninsula") that flank,the inlet. The proposed activities are necessary to stop the chronic erosion of the easterly peninsula (which protects the boat basin and marina), 'restore both peninsulas to a functional and sustainable protective state and restore safe navigation in the marina basin and inlet. Approvals are needed from the Southold Town Trustees pursuant to Southold Town Code Chapter 275 Wetland regulations and Southold Town Local Waterfront Revitalization Program policies. The following narrative supports the Southold Town Trustees application package associated with this project. Proiect Site Location and Existing Site Conditions The 12.47-acre subject property, identified on the Suffolk County Tax Map (SCTM) as 1000-57-1- 38.3, is located at 1760 Sage Boulevard in the Hamlet of Southold, Town of Southold, Suffolk County, New York. It is situated between Sage Boulevard to the north, Sage Basin to the west and Peconic Bay/Shelter Island Sound to the south. The property supports an existing full-service marina with 138 boat slips, travel lift, service slips, pump out station and a boat launch in the marina basin and boat service outbuildings in the upland areas. The existing upland development of the property also includes two (2) single family residential uses, a swimming pool with Long Island:70 Maxess Road, Melville, NY 11747 • 631.427.5665 nelsonpopevoorhis.com Hudson Valley: 156 Route 59,Suite C6,Suffern, NY 10901 845.368.1472 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold bathhouse, tennis courts, parking areas and conventional sanitary systems. The area of the property associated with the proposed activity includes two (2) peninsulas; the westerly peninsula protected with steel bulkhead and vegetated upland areas, and the easterly peninsula with a deteriorated rip rap southerly shoreline, heavily eroded banks and sparsely vegetated tidal wetland areas. The existing conditions of the subject site are shown on the site development plans provided with the Trustees application package. Project Description This marina is a valuable resource to the marine-dependent uses of Long Island's North Fork community. To protect this resource and ensure its longevity,the property owners would like to undertake the following scope of improvements: • Dredge ±1,226 cubic yards (CY) of sediment from the marina basin inlet (±14,250 square feet or±969 cubic yards) to a depth of-6.0 feet below Mean Low Water (MLW) and the southerly area of the marina basin (±3,475 square feet (SF) or 257 CY) to a depth of-4.0 feet below MLW. The proposed dredging is essential for safe navigation due to accretion and shoaling in these underwater areas. These areas will be dredged with a long-reach excavator from stabilized areas of the shoreline along the west and north ends of the easterly peninsula, where possible. Some barge wor may be required for the dredging of the seaward areas of thi let and the placement o dredge materials onto the westerly and/or easterly peninsula. • Construct±200 linear feet(LF)of"Doublewall" block retaining wall system to an elevation of 7.00 feet (NAVD 88) along the south shoreline of easterly peninsula. • Removal of scattered concrete riprap along the southerly shoreline of the easterly peninsula and replacement with a ±2,300 SF revetment constructed of locally sourced stone with a 1.5 ton/stone top layer and 50lb/stone base layer landward of MLW to provide safe and adequate protection of the peninsula from wave energy with opportunities for marine habitat. • Construct ±33-LF of Navy-style bulkhead (with an 8-foot return to the south) to an elevation 7.00 feet(NAVD 88)along the western point of the easterly peninsula to restore the upland area and functionality of the peninsula, and protect it from further erosion and stop sediment deposition from the peninsula into the inlet and boat basin. • Construct ±233 LF of Navy-style bulkhead to an elevation of 7.00 feet (NAVD 88) along the northerly shoreline of the easterly peninsula to protect it from further erosion and stop sediment deposition from the peninsula into the inlet and boat basin. • Construct ±237 LF of low-sill bulkhead to an elevation ±0.33 feet (NAVD 88) along the northerly shoreline of the easterly peninsula±6 feet seaward of and parallel to the above- mentioned new bulkhead to create±1,375 SF of intertidal wetlands planted with Smooth Cordgrass Partina alterniflora) along this shoreline. The created wetland area represents t 6:1 mitigation ratio for±270 SF of vegetated intertidal marsh areas that will be disturbed-along the western and northern shorelines of the easterly peninsula as part f of this project. • Remove ±954 CY of dredged material from the above referenced inlet and boat basin of this project to be placed between the "Doublewall" southerly block wall and the north MNPV Page 2 of 12 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold and west bulkheads on the eastern peninsula. The filled/upland area will include ±4,500 SF of permeable (oyster shell) surface with an elevation of 8.00 feet (NAVD 88) to match the highest elevation of the existing peninsula grade with benches and low-profile bollard lighting (for sitting, educational and viewing areas) and ±2,850 SF of variable width vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included with this application) around the perimeter of the retained areas. • Removal and in-place replacement of ±320 LF of steel bulkhead around the westerly peninsula with new vinyl (CMI) Navy-style bulkhead. The top of the existing bulkhead is at elevation 5.50 feet (NAVD 88). The top of the new bulkhead will be raised 18" to an elevation of 6.90 feet (NAVD 88). • Remove ±255 CY of redged material from the above referenced inlet dredging portion of this project to b placed on the western peninsula to match the elevation of the new bulkhead. ermeabN (oyster shell) surface siting areas and walkways will be constructed thro gh a western peninsula. The remainder of this peninsula will be reestablished witfnative seaside vegetation consistent with th plant species and quantities noted on the Mitigation Plans included with the application. • The Osprey pole currently on the eastern pen nsula will relocated to the western peninsula. NPV has filed an application package with the Southold Town Trustees on behalf of Brick Cove Marina for this project. It is submitted that the application package supports the proposed dredging and peninsula restoration project(as noted above) in accordance with the Town's Local Waterfront Revitalization Program (LWRP) policies. The following responses are provided to address the Town LWRP policies that pertain to the proposed activities: Response to Southold Town LWRP "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 111 — Policies;Page 2 for evaluation criteria. The existing 138-slip marina is a valuable resource that is essential to the sustainability and preservation of Southold Town's strong history of water-dependent recreational and economic uses. The proposed activities are intended to stop the chronic erosion that is depositing sediment into the marina basin and the basin inlet (which connects the marina to the Shelter Island Sound/Peconic Bay), restore both peninsulas on each side of the Sage Basin inlet to a functional and sustainable protective state and restore safe navigation in the marina basin and inlet. The peninsula improvements have been designed to include proposed natural stone armament along the south shoreline of the eastern peninsula as a more stable and aesthetically appropriate protective feature than the existing concrete rubble/riprap, and the restoration and enhancement of wetland and upland areas with native vegetation. All proposed work is designed to be in accordance with best management practices for marina operations. It is therefore sN PV Page 3 of 12 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold submitted that the proposed improvements are consistent with LWPR Policy 1 criteria, which' notes, "encouraging water-dependent uses to concentrate in existing locations of maritime activity" in its "primary components of desired development pattern." Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section Ill—Policies Pages 6 and 7 for evaluation criteria. 3.1 Enhance visual quality and protect scenic resources throughout the Town of Southold. A. Minimize introduction of structural design components (including utility lines, lighting, signage and fencing) which would be discordant with existing natural scenic components and character. The subject property is not within a known area of scenic significance as defined by the Town's LWRP. Nonetheless, because of the coastal waterfront exposure of the property, the shorelines are subject to impacts from wave energies that have eroded previously under-protected areas of the eastern peninsula. The fully bulkheaded westerly peninsula has remained stable. Since these peninsulas protect the marina basin and the unprotected portions of the peninsula continue to be threatened and subject to erosion, there is a need for the proposed structural improvements to the currently unprotected shoreline of the easterly peninsula. Also, the proposed structures along the north shoreline of the eastern peninsula are essential to stabilize the eroded bank, which will allow for the creation of vegetated intertidal wetland areas while allowing for appreciable waters depths that are necessary for the safe operation of vessels in the southern area of the marina basin. B. Restore deteriorated and remove degraded visual components The property owners seek to improve the aesthetics of the property. They intend to create an appealing and sustainable viewshed of and from the shorelines of the property. As such, the proposed improvements to the peninsulas have been designed with scenic views in-mind. The project involves the replacement of hazardous and unsightly riprap along the southern shoreline with natural stone and the replacement of the deteriorating steel bulkhead along the shoreline of the westerly bulkhead with new vinyl sheathing. The aesthetic impacts of the peninsulas are intended 1) to have a visually pleasing presence when viewed from the water/nearshore areas and neighboring properties, and 2) offer a tranquil place to enjoy a view of the natural surroundings. The property owners would also like to use the sitting areas as opportunities to educate its visitors on the surrounding natural and physical environments. C. Screen components of development which detract from visual quality. Native vegetation will be used throughout the project area to create naturalized areas on and around the structural improvements. N P V Page 4 of 12 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold D. Use appropriate siting,scales,forms, and materials to ensure that structures are compatible with and add interest to existing scenic components. Refer to Policy 313 response noted above. E. Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality. The disturbance to existing vegetation is unavoidable to install the structural improvements that are necessary to ensure the protective functions and longevity of the peninsulas. However, the project has been designed to incorporate mitigation via the establishment of vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included with this application) as part of the restoration of these peninsulas, and the creation o ±1,375' square feet (SF) of intertidal wetlands planted with Smooth Cordgrass (Spartina altern , which represents a 6:1 mitigation ratio for the ±270 SF of vegetated intertidal marsh areas that will be disturbed along the western and northern,shorelines of the easterly peninsula as part of this project. F. Improve the visual quality associated with hamlet areas The proposed improvements to the peninsula are intended to be a visual improvement to the local coastal community. G. Improve the visual quality of historic maritime areas The project has been designed in accordance with best management practices for marina operations, and is consistent with the aesthetic nature of a North Fork marina environment. H. Protect the visual interest provided by active water-dependent uses The project has been designed in accordance with best management practices for marina operations, and is consistent with the aesthetic nature of a North Fork marina environment. I. Anticipate and prevent impairment of dynamic landscape elements that contribute to ephemeral visual qualities The project is intended for long-term protection and enjoyment of the marina and shoreline of the property. L Protect visual quality associated with public lands, including public transportation routes,public parks and public trust lands and waters NPV Page 5 of 12 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold The peninsulas are intended 1) to have a visually pleasing presence when viewed from the water/nearshore areas and neighboring properties, and 2) offer a tranquil place to enjoy a view of the natural surroundings. K. Protect visual quality associated with agricultural land, open space and natural resources. The project is designed to adapt the much-needed stabilization of the peninsula into the surrounding seaside landscape and open-water areas. A mix of vertical walls and a sloping rock revetment will provide a variability in the landscape,which will be further enhanced by carefully selected native seaside upland and wetland vegetation. This is consistent with other site- appropriate maritime uses throughout the Town of Southold. It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 3 criteria. Policy 4. Minimize loss of life,structures, and natural resources from flooding and erosion. See LWRP Section 111—Policies Pages 8 through 16 for evaluation criteria. 4.1 Minimize losses of human life and structures from flooding and erosion hazards. The following management measures to minimize losses of human life and structures from flooding and erosion hazards are suggested: A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. Marinas by nature exist in flood-prone and/or coastal erosion hazard areas. The proposed improvements are necessary to protect the existing marina from the coastal dynamics that continue to threaten it. This project is necessary to support the Town's valuable water- dependent uses that rely on the sustainability of safe harbor and navigability for vessels. B. Use vegetative non-structural measures to manage flooding and erosion hazards. Native vegetation will be used throughout the project area to create naturalized areas on and around the structural improvements to help absorb and filter stormwater runoff and tidal water inundation. A strictly soft-shoreline alternative is not practical due to the concentrated wave energies that are directed at these shorelines. This is evident in review of historic aerial photographs that depict erosion and loss of land, as well as viewing of photographs of the site that illustrate the eroded shoreline and unstable conditions of the east peninsula. C. Enhance existing natural protective features and processes, and use nonstructural measures which have a reasonable probability of managing erosion N PV Page 6 of 12 I 1 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold )k The use of nonstructural measures is not a practical alternative for the stabilization of the easter) peninsula and protection of the marina basin. A non-structural shoreline restoration project would not be able to withstand the dynamic conditions that continue to erode the easterly peninsula due to wave energies and storm surge events. Evidence from review of aerial photographs documenting long term erosion rates demonstrates severe erosion conditions along the unprotected areas of this peninsula. Empirical information documented.post-Hurricane Sandy demonstrates that a properly constructed hardened shoreline will prevent loss of property. An exposed shoreline such as the ones found along the west and north sides of the eastern peninsula will experience significant erosion during a storm surge and due to wave action. D. Use hard structural erosion protection measures for control of erosion only where: Construction of a hard structure is the only practicable design consideration and is essential to protecting the principal use." It is submitted that this project is consistent with Policy Standard 4.1.11)and 4.1.D.4.,which notes that the management of flooding and erosion hazards requires a waterfront property owner to "Use hard structural erosion protection measures for control of erosion only where: Construction of a hard structure is the only practicable design consideration and is essential to protecting the principal use." This is consistent with the need for the improvements as designed and proposed for this project. 4.2 Protect and restore natural protective features It is submitted that the proposed project is consistent with Policy Standard 4.2.D., which notes, D. A limited interference with coastal processes may be allowed where the principal purpose of the structure is necessary to: 1.simulate natural processes where existing structures have altered the coast 2.provide necessary public benefits for flooding and erosion protection 3.providefor the efficient operation of water-dependent uses 4.3 Protect public bnds and public trust lands and use of these lands when undertaking all erosion or floo control projects. There will be no urther encroachment of structural improvements into public land. All structural provements redesigned to be either completely within the metes and bounds of the subject property nd/ r no further seaward than the existing concrete riprap along the south shoreline of the east peninsula- The proposed dredging of the inlet will be completed partially within underwater lands owned by the State of New York pursuant to a long-standing agreement between the State and the owners of the Brick Cove Marina property. 4.4 Manage navigation infrastructure to limit adverse impacts on coastal processes. N P V Page 7 of 12 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold The project involves the proposed dredging of the inlet between the marina basin and the Shelter Island Sound/Peconic Bay. The dredging of this inlet has been permitted by the State,Army Corps and Town for many years. The stabilization of the eastern peninsula shoreline is intended to stop the erosion of sediment from this peninsula, which is being deposited into the inlet and marina basin. 4.5 Ensure that expenditure of public funds for flooding and erosion control projects results in a public benefit. This project is being funded by the project sponsors. Public funding is not required. However, public benefit(i.e., a safe navigation channel through the inlet)will be provided. 4.6 The siting and design of projects involving substantial public expenditure should factor in the trend of rising sea levels. 1 The project is being funded by the project sponsor. 'However, it is important to note that the proposed improvements have been designed with full consideration of current FEMA flood elevations and future sea-level rise. As part of this project, the top of the existing bulkhead around the westerly peninsula will be raised by 18" and the top of the proposed vertical structures on the easterly peninsula are designed to elevation 7.0' (NAVD 88). It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 4 criteria. Policy 5. Protect and improve water quality and supply in the Town of Southold. See LINRP Section 111—Policies Pages 16 through 21 evaluation criteria. 5.1 Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. There will be no direct or indirect discharge resulting from the proposed improvements. 5.2 Minimize non-point pollution of coastal waters and manage activities causing nonpoint pollution. There will be no non-point pollution resulting from the proposed improvements. 5.3 Protect and enhance quality of coastal waters There may be short-term turbidity resulting from the proposed dredging activity. This unavoidable biproduct of the dredging would be considered minor in nature with little to no potential for impacts to the surrounding coastal waters. NPV Page 8 of 12 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold 5.4 Limit the potential for adverse impacts of watershed development on water quality and quantity. The proposed activity is necessary for the continuation of the water-dependent uses of the property. This project does not propose "development"that would increase the intensity of uses associated with this property and/or impact the water quality of the surrounding water bodies. 5.5 Protect and conserve the quality and quantity of potable water. This project will not have any impact on potable water uses or sources. It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 5 criteria. 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 111— Policies;Pages 22 through 32 for evaluation criteria. 6.1 Protect and restore ecological quality throughout the Town of Southold. A. Avoid adverse changes to the Long Island Sound and the Peconic Bay ecosystems that would result from impairment of ecological quality as indicated by... 1. Physical loss of ecological components. 2. Degradation of ecological components. 3. Functional loss of ecological components. As previously noted, the project has been designed to incorporate ecological mitigation via the establishment of vegetative buffer areas (planted with native seaside vegetation as specified in the Mitigation Plan that is included with this application) as part of the restoration of these peninsulas, and the creation of±1,375 SF of intertidal wetlands planted with Smooth Cordgrass (Spartina alterniflora), which represents a 6:1 mitigation ratio for the ±270 SF of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project. 6.2 Protect and restore Significant Coastal Fish and Wildlife Habitats. The marina, boat basin, inlet, shorelines and nearshore areas are not within a NYS Significant Coastal Fish and Wildlife Habitat area according to the NYS Department of State Division of Coastal Resources assessment and map for the Conkling Point, Hashamomuck Pond and Port of Egypt Island area —see attached. 6.3 Protect and restore tidal and freshwater wetlands. N P V Page 9 of 12 Chapter 275 Wetlands and LWRP Policy-Consistency Brick Cove arina,Southold The proposed project involves the creation of ±1,375 SF-of intVigation s planted with Smooth Cordgrass (Spartina alterniflora), which represents a 6:1 for the ±270 SF of vegetated intertidal marsh areas that will be disturbed along the western and northern shorelines of the easterly peninsula as part of this project. 6.4 Protect vulnerable fish, wildlife, and plant species,and rare ecological communitie . The project sponsor is aware of Federal,State and Local restrictions may prohibit dredging of the marina inlet during certain timeframes to protect shellfish and fish spawning habitat. In addition, there are no known instances of vulnerable, protected or rare wildlife or plant species on the subject property or within the area of the proposed dredging activity. It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 6 criteria. 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 111—Policies:Pages 38 through 46 for evaluation criteria. This project will have no adverse impact on public access to, and recreational use of the Town's coastal waters, public lands and public resources. It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 9 criteria. Policy 10. Protect Southold's water-dependent uses and promote siting of new water- dependent uses in suitable locations. See LWRP Section 111—Policies;Pages 47 through 56 for evaluation criteria. 10.1 (a)Protect existing water-dependent uses. 10.1 (b) Improve the economic viability of water-dependent uses by allowing for non-water dependent accessory and multiple uses,particularly water enhanced and maritime support services where sufficient upland exists. Marine I and 11 zoning districts have been identified within the Town's harbors, inlets and creeks. These locations are illustrated on Map I1-6. These specific areas are where new water-dependent or water-enhanced uses will be accommodated or where existing uses will be permitted to expand within limits. 10.2 Promote Mattituck Inlet and Creek, Mill Creek and the Village of Greenport as the most suitable locations for water-dependent uses within the Town of Southold. �® NPV Page 10 of 12 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold 10.3 Allow for continuation and development of water-dependent uses within the existing concentration of maritime activity in harbors, inlets and creeks. 10.4 Minimize adverse impacts of new and expanding water-dependent uses and provide for their safe operation 10.5 Provide sufficient infrastructure for water-dependent uses. 10.6 Promote efficient harbor operation. It is submitted that the LWPR Policy 10 criteria support this project. Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and the Town waters. See LWRP Section III—Policies;page 57 through 62 for evaluation criteria. 11.1 Ensure the long-term maintenance and health of living marine resources. The project includes best management practices that are intended to support living marine resources as part of the installation of necessary long-term erosion control measures. The health and diversity of marine resources is important to the property owners, who manage a mariculture operation in the Town of Southold. 11.2 Provide for commercial and recreational use of the Town of Southold's finfish, shellfish, crustaceans, and marine plants. The subject property provides commercial and recreational uses that are reliant on the sustainability of marine resources in the Town of Southold and the adjacent water bodies. Furthermore,the proposed improvements to the marina are intended to protect the marina and enhance marine habitat on and around the subject property through the creation of intertidal wetland areas and the implementation of ecofriendly materials such as ECOncrete ® (i.e., ECO Tide Pool Armor to create artificial tide pools within the proposed revetement, ECO Seawalls attached to the new bulkhead sheathing, ECO mats), where possible. 11.3 Maintain and strengthen a stable commercial fishing fleet in the Town of Southold The property owners are`active mariculture operators and are supportive of the local commercial fishing fleets. The proposed improvements to this subject property will provide a sustainable water-dependent facility with an opportunity for the property owners to operate future mariculture activities through the marina. 11.4 Promote recreational use of marine resources. �® N P V Page 11 of 12 Chapter 275 Wetlands and LWRP Policy Consistency Brick Cove Marina,Southold The subject property provides 138 slips for safe sheltering of vessels, mostly used for maritime recreation. The proposed improvements are necessary to preserve the integrity of the boat basin and the water-dependent uses of the property. 11.5 Promote managed harvest of shellfish originating from uncertified waters As noted above, the property owners are stewards of mariculture activities. As such, they support sustainable shellfish harvesting. 11.6 Promote aquaculture. As-noted above, the property owners manage a mariculture operation,thus seek to promote the sustainability of aquaculture activities. It is therefore submitted that the proposed improvements are consistent with the LWPR Policy 11 criteria. N PV Page 12 of 12 J O lipp � d .0 n Or Alb,core Or Alb�core Dr O 0 > +\xa FIGURE 1 Brick Cove Marina NPV LOCATION MAP Greenport, NY Source: ESRI WMS N Scale: 1 inch =300 feet Preliminary Analysis �♦ a ��, }, r r ®tee r Ar o � o ee FIGURE 2 Brick Cove Marina NPV AERIAL PHOTOGRAPH MAP Greenport, NY Source: NYS Orthophotography, 2016 Scale: 1 inch =500 feet Preliminary Analysis Pipes C o v Alb on _ Zoning :3 .Ac _..__ AHG B HB �+ s ? HD LB LI [ � I _ LIO M I I R-d0 R-80 RO RR FIGURE 4 Brick Cove Marina N PV ZONING MAP Greenport, NY Source: ESRI WMS;Town of Southold Zoning, 2016 Scale: 1 inch = 1,000 feet Preliminary Analysis Wd W Rd CuB Ha. Tm S-Ige e��n CuB W Ca Ma W 1. RaB W RdA Ma PIB PIB HaA Alhycore Or dA \, Ai PIA Plymouth loamy sand,0 to 3 percent slopes G��ore r Bd-Berryland mucky sand PIB- Plymouth loamy sand,3 to 8 percent slopes r, Wd Ca-Canadice silt loam Rc-Recharge basin CpC-Carver and Plymouth sands, 3 to 15%slopes RdA-Riverhead sandy loam,0 to 3 percent slopes S V CuB-Cut and fill land,gently sloping RdB-Riverhead sandy loam, 3 to 8 percent slopes a Fd- Fill land, dredged material Su-Sudbury sandy loam HaA-Haven loam,0 to 2 percent slopes Tm -Tidal marsh Su HaB-Haven loam,2 to 6 percent slopes W-Water Ma- Made land Wd-Walpole sandy loam,coastal lowland, 0 to 3 percent slopes FIGURE 5 Brick Cove Marina NPV SOIL MAP Greenport, NY Source: ESRI WMS;Town of Southold Zoning, 2016 Scale: 1 inch =300 feet Preliminary Analysis O-3 Q Cr S�Ue g�ytl � d 7t17K '•� �i SY b NYSDEC Freshwater Wetlands 3 � Cr y NYSDEC Tidal Wetlands �Py a p P , YQ �* `��- Ji':•E" oar--''C.P'- - �• n "•�i�1 FC- Formerly Connected FM - Fresh Marsh HM High Marsh � ' v�Prya�J a o r ® LZ- Littoral Zone ® SM -Shoals, Bars, Mudflats , . FIGURE 8 Brick Cove Marina � n I PV NYSDEC WETLANDS MAP Greenport, NYI �J Source: ESRI WMS; NYSDEC Fresh and Tidal wetlands Scale: 1 inch =300 feet Preliminary Analysis J�a PEM,-,l E2EM1 P ::PUBH E2SS1P (lam PSSlE PUBHx E2 P' TSS1E E2EM,,l �sM E1ABL EWBL 1. E2US2F' E1AB1L E1 UBL-x El B3 E2US2P ElAB1L, E1AB3L, E1ABL, E1UBLx - Estuarine and Marine Deepwater E2EM1P, E2SS1P, E2SS2P- Estaurine and Marine Wetland E1AB3L�� PEM 1E, PEM2E - Freshwater Emergent Wetland PF01E, PSS1E - Freshwater Forested/Shrub Wetland PUBH, PUBHx - Freshwater Pond E1AB3L E1ABL E1 ABX FIGURE 9 Brick Cove Marina NPVNATIONAL WETLANDS INVENTORY MAP� Greenport, NY_ Source: ESRI WMS; US F&W NWI n Scale: 1 inch =300 feet Preliminary Analysis a T .r JA '"+ Ar TitF� lot r -�-11 10 r � trn • ' Brick • ve Marina Greenport . • NYSD C Article 25 Assessment 11 ► - - " • F- ..�i .f LAK/ �•! j-Y 'N � >'t•� O • • • s i'" - • • •J� • �••,• w. • -i • -ice.. } R • �. • '' g0 E . . Rp r k ' .,,ZONE oRIVEl ,!�'IEL 1' w o q�8 ZONE ES V �. . . . _ ,.fir• .��. % ZON E X ��.�� - - n FIGURE 11 Brick Cove Marina N PV FEMA FLOOD FIRM PANEL Greenport, NY Source: ESRI WMS; FEMA, msc.fema.gov Scale: 1 inch =300 feet Preliminary Analysis 0 3 mow ba yo, ti s C` S aOi Bla^ D r N i m O Public Land Town of Southold e Town Land Preservation State of New York This area within Southold Police District, Greenport Fire District and Greenport Schools. FIGURE 12 Brick Cove Marina NPV� PUBLIC LAND MAP Greenport, NY_ Source: ESRI WMS; Suffolk data N Scale: 1 inch =500 feet Preliminary Analysis � "�` ,"' � d tib. •f ��� � '.`r 4 a! )w 1 • ; +� 4OF . dftp FIGURE Al Brick Cove Marina N P V AERIAL PHOTO MAP Greenport Source: NYS Orthophotography, 2020 Scale: 1 inch = 150 feet -LAN � * , � � r , � '"'r�;�; •,fir �r N FIGURE A2 Brick Cove Marina N P V AERIAL PHOTO MAP Greenport Source: NYS Orthophotography, 2004 Scale: 1 inch= 150 feet t ' r t r :M 11 t' � 1 • • 'R N FIGURE A3 Brick Cove Marina N P V AERIAL PHOTO MAP Greenport Source: NYS Orthophotography, 2001 Scale: 1 inch= 150 feet } .... A� • 4. r N FIGURE A4 Brick Cove Marina N P V AERIAL PHOTO MAP Greenport Source: EDR 1985 Scale: 1 inch=500 feet -` . o T xrti r � v �F N A FIGURE A6 Brick Cove Marina N P V AERIAL PHOTO MAP Greenport Source: EDR 1970 Scale: 1 inch =500 feet COASTAL FISH&WILDLIFE HABITAT ASSESSMENT FORM Name of Area: Conkling Point Designated: March-15, 1987 Date Revised: May 15,2002 County: Suffolk Town(s): Southold 7%2 Quadrangle(s): Greenport,NY; Southold,NY Assessment Criteria Ecosystem Rarity(ER)--the uniqueness of the plant and animal community in the area and the physical,structural,and chemical features supporting this community. ER assessment:Relatively small, undeveloped sand spit and marsh,rare on north fork of Long Island. 0 Species Vulnerability(SV)--the degree of vulnerability throughout its range in New York State of a species residing in the ecosystem or utilizing the ecosystem for its survival. SV assessment: Least tern(T) and piping plover(E, T-Fed)nesting. Common tern(T) nesting has occurred,but additional documentation for this species,is required. Calculation: 36+(25/2)= 48.5 Human Use(HU)—the conduct of significant,demonstrable commercial,recreational, or educational wildlife-related human uses,either consumptive or non-consumptive,in the area or directly dependent upon the area. HU assessment:No significant fish or wildlife related human uses of the area. 0 Population Level(PL)--the concentration of a species in the area during its normal, recurring period of occurrence, regardless of the length of that period of occurrence. PL assessment:No unusual concentrations of fish and wildlife species occur in the area. 0 Replaceability(R)--ability to replace the area,either on or off site,with an equivalent replacement for the same fish and wildlife and uses of those same fish and wildlife,for the same users of those fish and wildlife. R assessment: Uncertain of ability to replace. 1.0 Habitat Index= [ER+ SV+HU+PL] =48.5 Significance=HI x R=48.5 Page 1 of 6 NEW YORK STATE SIGNIFICANT COASTAL FISH AND WILDLIFE HABITAT NARRATIVE CONKLING POINT LOCATION AND DESCRIPTION OF HABITAT: Conkling Point is located approximately two miles southwest of the Village of Greenport, on Shelter Island Sound, in the Town of Southold, Suffolk County(7.5' Quadrangles: Greenport, NY; and Southold,NY). The fish and wildlife habitat is approximately 25 acres in size, consisting of a narrow, sparsely vegetated, sand island, a small protected bay, salt marsh, and tidal flats. Conkling Point is generally undeveloped and privately owned. However, the area is bordered by high density residential development to the north, resulting in some recreational disturbance of the habitat. FISH AND WILDLIFE VALUES: Conkling Point is a relatively small coastal wetland area, similar in nature to many other points around the Peconic Bays shoreline, but important as a habitat for wildlife. This area has served for many years as a nesting site for least tern(T) and piping plover(E, T- Fed). Approximately 1 pair of piping plover annually nested at Conkling Point during the 1987- 1996 period. These numbers have decreased slightly since the early 1980s, when around 3 pairs of plover nested at this site annually. The concentrations of terns nesting at Conkling Point were the second largest and largest on the north fork of Long Island in 1983 and 1984, respectively. During these years concentrations reached 45 and 100 nesting pairs. Least tern nested at Conkling Point consistently during the 1987-1996 period,with annual number of pairs ranging from 0-42, and the annual average at 19 pairs. The peak of 42 pairs occurred in 1988, with numbers declining to zero in 1996. This species reappeared in abundance in 1997 (68 pairs), but did not nest in 1998. Around 11 nesting pairs of common tern (T) were documented annually at Conkling Point during the early 1990s, but this species has not been observed since 1993. Historically, the population levels of least terns and piping plovers were unusual in Suffolk County. The tidal wetlands at Conkling Point serve as feeding areas for the terns and many other wildlife species. The recreational soft-shell clam and hard clam shellfisheries, as well as a finfishery, at this location are of local importance. Page 2 of 6 IMPACT ASSESSMENT: The fish and wildlife resources of this area could be affected by modification of public access to and/or use of the area. Habitat modifications which substantially change the natural character of the area, such as residential, commercial, or industrial developments would have a significant impact on many wildlife species in the area. Undeveloped areas in and nearby Conkling Point that are currently privately owned have been identified as acquisition priorities by the Town of Southold. Nesting shorebirds inhabiting Conkling Point are highly vulnerable to disturbance by humans, especially during the nesting and fledging period (March 15 through August 15). Significant pedestrian traffic or recreational vehicle use of the beach could easily eliminate the use of this site as a breeding area and should be minimized during this period. Recreational activities(e.g., boat and personal watercraft landing, off-road vehicle use,picnicking)in the vicinity of bird nesting areas should be minimized during this period. Predation of chicks and destruction of eggs or nests by unleashed pets (e.g., dogs, cats) and natural predators may also occur, and predator control should be implemented where feasible. Fencing and/or continued annual posting of shorebird nesting areas should be provided to help protect these species. Control of vegetative succession,through beneficial use of dredged material or other means may improve the availability of nesting habitat in this area. Unrestricted use of motorized vessels including personal watercraft in the protected, shallow waters of bays, harbors, and tidal creeks can have adverse effects on aquatic vegetation and fish and wildlife populations. Use of motorized vessels should be controlled (e.g., no wake zones, speed zones, zones of exclusion)in and adjacent to shallow waters and vegetated wetlands. Loss of the salt marsh habitat,through elimination of tidal connection, ditching, excavation, or filling,would result in a direct loss of valuable habitat and value as a food resource for many wildlife species. Construction of shoreline structures, such as docks,piers, bulkheads, or revetments, in areas not previously disturbed by development, may result in the loss of productive areas which support the fish and wildlife resources of Conkling Point. Alternative strategies for the protection of shoreline property should be examined, including innovative, vegetation-based approaches. Control of invasive nuisance plant species, through a variety of means, may improve fish and wildlife species use of the area and enhance overall wetland values. Page 3 of 6 KNOWLEDGEABLE CONTACTS: Habitat Unit NYS Department of State Division of Coastal Resources 41 State Street Albany,NY 12231 Phone: (518) 474-6000 NYSDEC—Region 1 State University of New York, Building 40 Stony Brook,NY 11790-2356 Phone: (631)444-0354 Wildlife Manager NYSDEC—Region 1 State University of New York, Building 40 Stony Brook,NY 11790 Phone: (63 1) 444-0310 Bureau of Marine Resources NYSDEC 205 N. Belle Meade Road, Suite 1 East Setauket,NY 11733 Phone: (631)444-0430 Finfish and Crustaceans NYSDEC 205 N. Belle Meade Road, Suite 1 East Setauket,NY 11733 Phone: (631) 444-0436 New York Natural Heritage Program Wildlife Resources Center 700 Troy-Schenectady Road Latham,NY 12110 Phone: (518) 783-3932 Town of Southold Town Hall 53095 Main Road; P.O. Box 1179 Southold,NY 11971 Phone: (631) 765-1801 Page 4 of 6 Office of Ecology Suffolk County Dept. of Health Services Bureau of Environmental Management County Center Riverhead,NY 11901 Phone: (631) 852-2077 Paul Stoutenburgh 4915 Skunk Lane Cutchogue,NY 11935 Phone: (631) 734-6605 Page 5 of 6 l�iOJ �';. ...� t C_�� .• Bim; •��4252.4691 3 .(��• i �z .Q �\ �_ X25 HASHAMOMUCK POND -4 ='s_' '.-•�'% t pipe., r _'' --.e. '.' .fit r. •i, ', 2 2. Is Pipes �� ;.r �e •� Cove rr oh• H¢Ma,40ryree a' li-, + •- -;• - > •' '; , •• '�'�`^?' Mann•• 0`646 ickarn G ;° �` ••ti, e 4 C Conkling Pt .r Conkl�t o_ �<�01`' _ • e�,••I ,0 ,CONKLING POINT-— — 63 • -'i\ P Jennings Pt 9r 6 90 42 51 +,. 2$____ O,.r . •< PORT OF EGYPT ISLAND SHORE ��• '\ .o a•4 e geixEdon 3 3 a 61 ISL3 14 26A 20 Significant Coastal Fish and Wildlife Habitats " New York State Department of State Conkling Point 0 2000 • Hashatnomuck Pond Division of Port of Egypt Island Coastal Resources feet Page 6 of 6 Brick Cove Marina 1760 Sage Blvd,Greenport,Town of Southold SUM No.1000-57-1-38.3 Photographed by NPV on March 18,2021 and May 12,2021 I-- w s wt y•. '� - NY r Ti Photo 1:View from atop the westerly peninsula looking northeast across inlet towards easterly peninsula. .y. Photo 2: View from atop the westerly peninsula looking northeast across inlet towards easterly peninsula. NPV • 111 :4 .{'.w.il� � .Y'���+,T,.°"„'rr kr'.,�' .:7R` �3^'� a� '�'R{dam`?2, •� �/}y�y.' `c!�liv- 7,�a, '! fit' .`•��. '.ssr •t + ,!• 1 1 1 1 1 1 1 1 1 1 1 1 Brick Cove Marina 1760 Sage Blvd,Greenport,Town of Southold SUM No.1000-57-1-38.3 Photographed by NPV on March 18,2021 and May 12,2021 .r 757 J� A Photo 5:View from south shoreline of the easterly peninsula looking west towards inlet and westerly peninsula(in the distance). 1,, #. r;"fit. • w. Photo 6:View from the south shoreline of the easterly peninsula looking east. ► N PV Brick Cove Marina 1760 Sage Blvd,Greenport,Town of Southold SUM No. 1000-57-1-38.3 Photographed by NPV on March 18,2021 and May 12,2021 IdN i 'r - .,,.,,..}T k Photo 7: View from western point of the easterly peninsula looking east over eroded shorelines of easterly peninsula. a Photo 8:View from northeastern bank of easterly peninsula looking over south area of boat basin and northern shoreline of the easterly peninsula. NPV Brick Cove Marina 1760 Sage Blvd,Greenport,Town of Southold SUM No. 1000-57-1-38.3 Photographed by NPV on March 18,2021 and May 12,2021 y i 1 + z 1a +t Photo 9:View from atop the eastern shoreline(bulkheaded)of the westerly peninsula looking north(inlet on the right and western portion of marina boat basin in the distance). r A' lit T rrY, f N Photo 10: View from atop the western(bulkheaded)shoreline of the westerly peninsula looking south over the point of the westerly peninsula towards seaward side of the inlet channel. NPV E.4U6 � SEE SEC.NO CSJ us.u... qnr (' - tl.39 a 1%za�e c c,No scsc.vo - STa ';� see sec No. _____ P �m � t � '., I .\*z a$ply_� z• .n�� , � O b CpkF DR z I s 2. ............. 5pUNl) -.............. ISLAND SHELTER -__+--.-•f i ....... i Ri ---_ — -- - I„� '^ COUNTY OF SUFFOLK cc N NOTICE K r„o. laoo p _�� _ wL °•••".•�..^• —zL— .a. N Rat Properxy Tax S—ice Ap.- :n EwscE N.murwa saLE ae r ry W�I.E ameunoNa�rn rmroNa mE ...�a souTNOLo S zN 057 21) •r �TtBrlltlaSnN 6>.E p N INTERTIDAL WETLAN LOCATED±120 S COASTAL UPLAND ZONE-PLANT LIST AREA TO BE DRE ED TO A DEPTH OF 4 FT P � � Isigns BELOW MLW(TYP) PROPOSED LOW SILL BULKHEAD(TYP) i m (TW @ MHW EL.0.00) PROPOSED BOLLARD ;" TYPE ID QTY BOTANICAL NAME COMMON NAME SIZE SPACING - --- - - ----- - ---- -- - o DREDGE AREA jB/ - -- - 'INTERTIDAL`WETLAND LIGHTING ALONG 1`'. SURFACE(TYP) planters -E - ADDED 185 SF o r 100 Asclepias tuberosa Butterflyweed PROPOSED INTERTIDAL WETLAND±1,375 SF � ,� � L PLUG 18"O.C. � INCLUDING±85 SF ADDED&±85 SF MODIFIED / SPR •O�SED N ' � � ' „T ` (SEE TIDAL WETLAND ZONE PLANT LIST) / f - h 100 Baptisia australis Blue False Indigo PLUG 18"O.C. L EA (TYP) \\ \ _ . D WETLAND AREA±235 SF \ e INTERTIDAL AL W T R S \ — OF WHICH±150 SF RELOCATED 00 0• _ %1 - - 100 Eupatorium hyssopifolium Late Boneset PLUG 18"O.C. S ±85 SF MODIFIED _ . PROPOSED VINYL / i \ _ `` •, p °° . - - 100 Euthamia graminifolia Flat-top goldenrod PLUG 18"O.C. BULKHEAD (TYP) / ♦ . . . - - a Heliopsis helianthoides Ox-eye Sunflower .',re Win-- •• v .° a ° X Q 100 PLUG 18"O.C. oX a •�;' Lz - 100 Hibiscus moscheutos Rose Mallow PLUG 18"O.C. \ / - - - - i•` (°8,00j \ 5 a 55 Hudsonia tomentosa Beach Heather 3 QT 18"O.C. • ° . • .'° - q 55 Opuntia humifusa Prickly Pear cactus 3QT 18"O.C. '— • . - -- -•.r--.— / - _ 9 P Seaside Goldenrod PLUG 18 O.C. .� ro - - - - ; 100 Solida o sem ervirens ,� r-\ Y P Y 9 New York aster PLUG 18 O.C. \ v• �' wRa� Rap _ •• •• _ - w_ ® 100 S m h otrichum novi-bel ii ° ' s a • ' a' ° �j, .„. -� - \ - - ` ^� 'mss - - 100 Zizea aurea Golden Alexander PLUG 18”O.C. _ - " 100 Andropogon virginicus Broom sedge• ° � , _ ` •.._,� co _ 9 PLUG 18 O.C. ..- / ��' i /' • - - _ -- - - ��;_ 100 Panicum virgatum Switchgrass PLUG 18"O.C. PROPOSED BENCH LOCATION(TYP) - • 100 Schizachyrium scoparium Little Bluestem PLUG 18"O.C. 1_j PROPOSED- PROPOSED DOUBLEWAL WALL SYSTEM,AS MANUFACTURED BY 0 8 Baccharis halimifolia Groundsel bush 1 GAL 60"O.C. DOUBLEWAL(TYP) PROPOSED STONE ARMAMENT TO REPLACE EXISTING CONCRETE REVETMENT m ® 39 Myrica pensylvanica Bayberry 1 GAL 60"O.C. PROPOSED SEATING ±2,300 SF AREA � f } 50 Prunus maritima Beach plum 1 GAL 60"O.C. - ___! .` • / / �% p / \/ / / PROPOSED 15-FT WIDE OYSTER SHELL `�•�'' SURFACE(TYP)±4,200 SF Low-pasture rose j /' \/' 1 l 33 Rosa virginiana p 1 GAL 60"O.C. i / . AREAS TO BE DREDGED PROPOSED COASTAL UPLAND PLANTING±2,850 SF \p� /� TO A DEPTH OF 6 FT (SEE COASTAL UPLAND ZONE PLANT LIST) � ho / / \ ! BELOW MLW(TYP) / /�5 . ° •• / , / � / / \ / � 18 Juniperus virginiana Eastern Red Cedar 5 GAL 96"O.C. EXISTING OSPREY POLE TO BE w RELOCATED TO WESTERN � ® 3 Prunus serotina Black Cherry 5 GAL 96"O.C. EXISTING STEEL BULKHEAD TO BE REMOVED AND PENINSULA AS SHOWN(TYP) • % // / /' / / REPLACED IN-PLACE WITH NEW VINYL BULKHEAD. 12 Pinus strobus Pitch Pine 5 GAL 6" TOP OF NEW BULKHEAD SHALL BE 18 ABOVE 9 O.C. EXISTING TOP OF BULKHEAD(TYP) / • ♦ �.•\\/ /, / j/ / % ; / DREDGE AREA'A' pROF1-E A TIDAL WETLAND ZONE-PLANT LIST TYPE ID QTY BOTANICAL NAME COMMON NAME SIZE SPACING ;l /l j 'r - 600 Spartina patens Saltmeadow Cord rass PRCi ° ` c7 9 PLUG 18"O.C. (SEE COASTAL UPLAND ZONE PLANT LIST) 3- • • RELOCATED OSPREY'S NEST P - ✓l / l � l / l ,i / l l - - . ' o •:``•• ' % % \; l ; % �i i BOUNDARIES KEY / ••• + °c • •+ l ' ' /' it %' l ;� i l PROPERTY LINE •`• / l l�� Q °••• ° •```•`- / \ / / i / °� MEAN HIGH WATER (MHW) EXISTING STEEL BULKHEAD TO BE REMOVED AND •+•+•+• ' j' ! / ` ��% / . . REPLACED IN-PLACE WITH NEW VINYL BULKHEAD. ` TOP OF NEW BULKHEAD SHALL BE 18"ABOVE ••`.`� 1•' / �' / / ' / %\ / MEAN LOW WATER (MLW) EXISTING TOP OF BULKHEAD (TYP) TOP OF EXISTING BULKHEAD EL.5.4 l' �;' ` • w�� WETLAND LINE / % TOP OF PROPOSED BULKHEAD EL.6.9 � /' / // / / // / � / /^. � O � � � PROPOSED LADDER ATTACHED J / / / / / %•, TO BULKHEAD(TYP) PROPOSED SEATING AREA \' l l i' i l ! / i / \ EXISTING FLAG POLE TO // ON F REMAIN %' /l ii 1 NCH-20 Fir MITIGATION KEY i i' l - OVERALL PLAN C - . . . TIDAL WETLAND ZONE ( ±1,375 SF) SCALE: 1" = 20' COASTAL UPLAND ZONE (±2,850 SF) PROPOSED OYSTER SHELL SURFACE— EL 26 EL 26 a < d OYSTER SHELL SURFACE (±1,375 SF) — _ EL 24 EL za PROPOSED BOLLARD LIGHTING(TYP) -- E`22 _ — _EL 22 NORTH INTERTIDAL ZONE (±270 SF) _ PROPOSED SLOPE TO BE PLANTED WITH COASTAL UPLAND PLANTINGS(TYP) EL 20 - PROPOSED RELOCATED OSPREY NEST -- — ;i — '- EL 20 TO BE RELOCATED — PROPOSED DREDGED MATERIAL FILL— 6 b,, PROPOSED DOUBLEWAL WALL SYSTEM AS—EL 18 ;i:_ - u? EL 1s . ''' t ,M _=a:= PROPOSED DREDGED MATERIAL " r NORTH INTERTIDAL ZONE ±170 SF FROM BASIN&CHANNEL(±954 CY)— __ _' — MANUFACTURED BY DOUBLEWAL(TYP)—EL 16 rt,.,', u EL 16 / a� FILL FROM CHANNEL(±255 CY) alii� � �{� r. l ) _ PROPOSED STONE ARMAMENT TO x _ — _EL 14u REPLACE EXISTING CONCRETE RIP — PROPOSED VINYL BULKHEAD AS— - ` jr EL 1a TO BE MODIFIED/ADDED PROPOSED VINYL BULKHEAD AS MANUFACTURED BY CRANE MANUFACTURED BY CRANE �� i # " 1 � PROPOSED UPLAND COASTAL PLANTINGS RAP REVETMENT— EL 12 __ n �..,, ,.1 EL 12 MATERIALS INTERNATIONAL(CMI)OR APPROVED EQUAL(TYP)R '- " 16-0" - 12-0" EL 10 MATERIALS INTERNATIONAL(CMI, DREDGE AREA 'A' (6.0') (±14,250 SF) OR APPROVED EQUAL TYP II EL 10 1 (EL.8.00) J(!,; _ �� > ;� 11 TC►P OF PROPOSED BULKHEAD(EL.7.00)_ —— G - — OF OSED�PALLT.00) EL 8 TOP OF PROPOSED BULKHEAD(EL.6.90)- �. _TOP OF PROPOSED BULKHEAD(EL.6.90) EL s \ EL 6 OP OF EXISTING BULKHEAD EL. 5.50 - -_ _ _ E AREA B 4.0 _3 475 SF �.:- TOP OF EXISTING BULKHEAD EL. 5.50 , PAL WETLAND PLANTINGS-\ � �� �, � �'� -MP-OF PROPOSED�IREVET1111Eh7T(EL�`0�. � ; - - _ _ PROPOSED ..,• � . � \ �, EL.7.45 .. ...' , ., ; -- --------- ---- -- ------- „ `, `�. �, �. `4.. ,. -•. _ EL 4 PROPOSED 12" DIA.TIMBER PILE(TYP)- " _ _ ELa "i -` rr - - y — EL 2 - MHW EL. .20 - E s 1 L MHW EL. 1.201 . , -MHW EL"I�0 ;� TOP OF LOW_ SILL BULKHEAD EL,x.33)_ . �(; MHW_(EL. 1.20 n. EL 0 — - — ylil _. --- - No. DATE: HEVI310N: .' � - MLW EL.-1.00 ELo �: t�LID-t' II Iti; �_ EXISTING MATERIAL TO REMAIN --- - -- — E v.....x MLW (EL.-1.00) -- EL-2 - EL-2 MITIGATION CC (EL.-4.00} '- PRCOOSED'MUDLINE �IG I PROPOSED HORIZONTAL I III I I PLAN [S (; [� �J [� Hml �° 1 LAY LOG(TYP)- EL-4 -C-r I T -I F7 EL-4 BRICK COVE MARINA ATE' 07/9/2021 EXISTING BOAT BASIN BOTTOM — I I +-{if - — PROPOSED TIMBER EL-6 I III III I SHAT®AT AUG 2 202 'D BY' R3 DREDGE MATERIAL TO 13E REMOVED_ _ DEADMAN PILE(TYP) EXISTING PENINSULA GRADE (TYP)_ EL-8 AND PLACED ON PENINSULA UPLAND —�I I �- I III III I 1760 SAGE BLVD, GREENPO T SOUTHOL[�, SUFFOLK COUNTY, NE Y Ate` /�/ I ( ( I III EXISTING MATERIAL TO REMAIN I III I I ( I n,.►thold Town PROPOSED BOAT BASIN BOTTOM I III I I I ( PROPOSED 12"DIA.TIMBER PILE(TYP) ( III III ( �`DIST 1000,SECT.057,BILK.01,LOT 38.3 So-,rd of Trustee9 No; 2X= Fl.E No: EASTERN PENINSULA CROSS SECTION A-A WESTERN PENINSULA CROSS SECTION B-B NELSON, POPE &VOORHIS, LLC CADD: 2aoa_0W E9?14MF1ON1NAeNTA_ • LANM UMM . rLANNlNQ 70 MAXWeM PtOAM, MOL-VILLLm, N.Y. 17747-2166 SCALE 1`-W SCALE: 8" = 1' SCALE: 8" �Ax 427-�20 SHEEP: 1 OF 1 '97 -4.8 -4.4 6.8'6 0 `5.5 `B 3H `6.6 '8.5B.'6.0 B. 'a.! � t - s I / q9\ 'gA Land now or formerly of B 1 jBreezy Shores Community Inc. PJGJS.\Jx o�yd s.g d '75 `B.7 //- `9p i / krill`\ �F �o \ i40, 88Y ,g l\ `$9 14•I 'I.I`. , \ 41q �1d z ,g2 `74 \\ m \\ 'g4 -7.9 'e.�\\ `4.7 24Y �? `\'`\� / , -6_3k pal `84 Land rd�Vry or formerly of..e 7 BreezpeShores Communit�.�c. \\ '4.e '2e ^2e `ss `ss ��1�8 0 `8.2 Y I '4.} '2.8 �$ \�� ' X \ ? o o N -9.8 e, \ -2e �'93 /`YI Sk now or formerly of o peg Sole\ k y v i o t s `74 -4'B 4. ,/�y4 `75\ 9g GBSIak LBSZet(2j \ \ 419\\ )IJ ,N BMJ `Q0 \ , 0 , -176 Raaf \N i o 0 0 8.B `Y.g \ `4.8 '2g i X5,1 / 8 `` .1 , ar6 \\ k 4Y Ir f' ,SEP i o '8.H �+ o `8.0 ,yg -6.1 '25 'B1 g 5 `82 * 808 qg �9.2 `Bg CS.B '23 /�0 '8.7 9 2 �gqs/ al 'B.B _q,1 �� `3,0 /j X8'2 H X10 `8.8 ��'3.8 // Q IS'E \ /- 6�', "'eA' X)h m a m 9. -8.5 -4.8 ��,` `79 `9.8 '10.0 1 'g5 �S� `\ r h' abed 8 \ \•-.--_ ��" ) 7 J ° e `ad -10. `10. .5 ` a�, .$ ' _ !r A ,r 6J �G����� / �fy�• o. °j g ;8.2 I 7 -10.2 `B, `4.8 ` •e,a 4,, x 416`¢- r '_ \ 7J4 w $/'/ ," ,m' ,o `7.2 `ee `g.2 -10.8 -11.0 110'8 °aped x h ,9' (\ 1 \\ J.7} k' 'i/J c; h , ,�'m o '>} .Y8 / `8s `lag '11.2 / ` `.P Q \ \ \ / x73{ 7V 4,_ �m n n , m. 7 n o , _71.1 ! 'II,B `ll1.1 '8.g '.8 ,\ ;�� Land now or formerly of ., .\ z \B. } � �J k DRAWING LIST o m ro , n. h 4 •r ° 5 11. '11.1 'r0.5 _8.e 7J • fdwe!eMd\ .y' \ 44f k v 7 ,: I .v 4� 0 '11.8 rr. 8 'r0 p 'g2 \ Ked'I�ski Living Trust a\azi \-, ¢ I \ \ 7� ,`\ P -00H \`il. 8 '18 B -11.9 `11.0 -98 ' p.7\\ `� 419 a \B\ aril I 1\\ - . B 11. 10. /`78 \ x \ \ ` `-' 1 x 7p7 �{` 4,n Jr44 5 _4, 11.8 8 y.7 `12.1 '11.2 2 , \ � \ \ 1 ,.-__/ I ,` \ �, OA-1 OVERALL PLAN `12,0 `,2q `Ir.9 `IJ \ o o . `H.B 'rr.p $p e B \ O e \\-1'\\ `\ \\ ,'° x '7- x)u "D \B\ 4'z �7 °4a4etp EC-1 PARTIAL EXISTING CONDITIONS PLAN KEYIYIAP ' % O' -8.2 -1,. `122 `19 `12'6 '11.8 `1p4 ` ° \ ^J a+l °�"a DP 1 DREDGE&MATERIAL DISPOSITION PLAN ro o o i o a b B `122 - 1 'I2.Y X18 '10.8 `8.3 \ \ `t�w `�. \ \ i l I - \ xar/ __- -$ moo i r w o. .n ro `8 0 -11.8 `I 8. `B.8 v o~ ed \ \ `\ x /9/ \ r �� k) \�- /-__ - 791 CS-1 CROSS SECTION DETAILS SCALE: 1"=1,00 0' `?2j `19r 2.0 '10.Y / 5 \ J' 1 Q I \ .91 i 1 8 `21 `13.9 `2, 8 y 1 / I / ,a ce v m' `!1. 1 1 I ,0, i '8.8 '75 \ ' " I \ 1 \ x / \\ \\ /ted\j �� °' m m 4 _IZ.2 I , g `7e `, /`r \ 1 7 eD� / / \ X41$ / P-1 PENINSULA PROFILE ,o o,• ¢> n N o B. `22 '19 `18'9 23 '0.8 5 1 I \ g5 \ o; o' B 2 / > \-4,g I I( \ tinker\ x ae6\ \"j / 41} ,•� a ctirm n , g g '12.2 '13.38 '10.8 '8.4 Y \ / hl1Be end I eu6 \ -7. \ / / I ♦ '-8-- o 8 `13.3 Y, B. ( ` 0.6'E \ 1 / fir., \ k7 ¢ J. \ , o n , •7 `l! -12. 1 i H. 8 \ "'1 1H k A � '192 Y 0.8 2 � 11 \ \ \ \ 1 \ �w o n X0.2 1 _!1, -12.2 3.9 ��11Q• \L \\ \\ G (/�L .v r '1,} ..'/ o m .0 1 4 g.Y y -66 \ J ` \\ J j A\\\ / k 101 4 k u 4 O 7 1 4 `2 `' 3 0 8 B �\ L \\ J P/�VfMfI�T \ I 4 -s-- ��\,-\ 7 SITE DATA gin' o a i o °! a -8.1 X10. 13. 1.5 '10.7 1 D O 7.1 \ \ \ I o 1 i.4 o 4 20 `l3. 1 `!0. 'B.9 aY 2 `2.0 v \\ \ 1 I 173 I x4 4af v ` A k7 ,ev` j `10.0 a `2'3 7 °2 \ llg \ \ \ 1 k4�. 1 Aan >7 '"�s '� m' m i •. N ` 2.0 '13.2 `l2. `10.8 `8.8 m o h o `B1 `7g e•a `l.e `135 2 _1p `B.B '' \ 3 21 1\\ s�\ nc `\ �S3f k kz1z SCTM: DIST.1000 SECT.057 SILK.01 LOT 38.3 •e '4 m i o o m o `B.0 �7B `7p I. `1, '1. 8 -7.4 I S Af,�5lfay I \ \h°" I I J \9- > / \ 4,57 /Yjj'is, \ `� 7/J , i , � �m' 0 8. B 30 '127 q `IJ `8..6 I `4•e o �a \ \ ` 4„ I \ 1 B, , ' `�_ CO/�, 4n �\ PROPERTY ADDRESS: 1760 SAGE BOULEVARD GREENPORT NY 11944 o' a 1 ,y2 Y I\ \ \ I J 9�\ \ 456 "?'j \ , a `8.0 7 `7.7 `28 '125 'H. '95 a 2 V� I I I ✓ / 1 J \ 1 4A 1 \ i N'N a �, , •row o `80 Y 8 7 9..1 '12. '12 -10.6 '85 `8.g y H WATER`; 1 4J7 1 n N "N N B H ` r ' I I J / ' 74z UPLAND AREA: 332 333 SF(7.63 Ac) I 9 r .a r I -+ I °�"'" 1 I I ' 9 I ( \ �°^ / asi �\ x 543,123 SF(12.47 Ac) N `s.l 7. 4 I,. 11. 'a `81 -6.9 > > ' a 1 x / / 1 OT AREA: i• o , N o , �'n' 4 '73 Y -10 '11 10.8 `g.0 'B.8 `8.8 B. I ,1 x / av6 k d9J a , x x , \ 1 •) I I 7i '' k r k ^` _ % AREA UNDER WATER: 210,790 SF(4.84 Ac) a I N r? o `, n' o> `B.0 `7q 8 8 8. B. 8 1`4.Y ( //3 716 / I S $a / / i o , � o o \, , 1 `7. `10.7 2 � 8 `88 B. I. 1( ' / / 8. / � Dl o \ , 0 6 '77 > `8.8 '11.1 g 7 .7 It al /x / / / / a I Ha/ 49/ 1 N N N w n ' 2 `e.y -I p. ' 9 446 / k / EXISTING ZONE: o i \ , n 'll.! B `7:I `8b `e•B 1 I. a,1 I I / 1 / I l / ° \ 7. / N N „ n m m '7B `7a 's.s DQ�I�S�80AT3ffPS ro. -10. `g2 2 '°°� I I \ h / / 1 ( x / \ `� k -/ Mil-MARINE II i n o a , , N. n , o o, h 2 ,yg yB `71 `B.e / 749 1 416 I / 487 - ro' ° 0 1 0 `7e 'BB -e.s . ' g `1° `g.2 'e.} a I v� x \ I x 7 \ / x6 EXISTING USE: MARINA i o , a , �7B 8.7 '70 g B '7:I `B. I 'L21 I / './ , / x I 55p.a� /1 / dY ," w M M ' , ;. 'n Dr ' n n n o �8B '.i Il `H8 •'10 `g.4 y `B.9 I I / / / / 449 -_ / J\l I / 441 \ `71 B -4.q `s5\ 4 ` 2 `s. - 3 `r./ "m I / SCHOOL DISTRICT: GREENPORT UFSD H 1 / \\ -8.q 't0. `g2 ,y2 'B.2 I II/3 ata/ / / ! -��_10- 1 / k I / 4u 4 1701 / p a a p o m Navg°tgnol sa _ e. / -3.4 `4.0 2 'e.! 'Lo / \ 1 \ \ / I 4zs aIg - I POST OFFICE DISTRICT: GREENPORT,11944 e w F o i ht of Wa 4.q 5 .5// �2. '2. ��B.8 '8.8 `g'4 7, e. ° a a II I l \_ i` / _--�/ / _, r I �9 Y B 2 \ ` 2 ` 2 a a \ / / / h' N q, n ' ,LAa1v m /�I1y ' i �i "l o, o ' �5., .3- "�.r _,4 �43H ATCpg'4 `H.q _?8 'p.3 `B.2 'B.3, 'dro II� l 'avP x4,0 \\ \ / /---' \\` \�\ i l FIRE DISTRICT: GREENPORT FD SAGEII/1 17 eti o / y m r: o n d / '3p 8 '2.4 .-�8.4 'H.2 `BB `e.e I 1 x w a m p N / / v,3 'I.Y -'09 jI g `ye ,B.B `e•1 e / 1•y e v� \P \ \ \ p,p / / 4u k� / / / an WATER DISTRICT: SUFFOLK COUNTY WATER AUTHORITY , N o / , n o \ .2 `I8 \`1'S QcB 0 7 e 9 I i / \► \ \-) '--s--! 457 \ / I I / / , �; / , QS n \ _ -0.l `4.8`\ 'B'j Y -7p 5 'Bg/I ' �I I J \/ '� x ..__I I i x m s 4u i /ai4de \ \I r// ( x6{j DATUM: NAVD 88 , n' n\ .\..` 0.8'"-- \ '78 `ee '16 /!? p x \ / 4 \v en' s✓'� \-\-_ L , „ ' , \ MbH �YbM y 'Y1 J e a 1 I I -o / 4� /9/ ,o ♦\ !ud Emk / \ l 1 B'y51/rBe�wk \; \\ I / m' o \ '37 114/Jr 4�g,�\ ,ye B ,y2 '88 g `I.8 ./l 1 I \ \ I k4 � 458 / \- b nadlole 1 , ei I4 \ `7g `B.B / 1. //n,//-�."7"'-V / l / y. 41 S I k / �� � r. / Y.e '70 5 ` 4 // / r/B; _ 4 r a ti / D m, 1 ZONING COMPLIANCE TABLE: \ B `B,8 111GHWATERI. , manhub' \ 1 , 1 x 75 9. `:O.B `\ 5.8 '72 B a ///// \ ) Je➢ \ \ / Im7 4 49 o , o -�-�_. a�Y., \ `7,q 8. '1s,8 , y, / / / Ili \\\` / 461 \ \�/ \ •J61• '(b/ / J °> n 8. ,. -Z' 0.'0 `yg - Y IINF 5 // / I / \ 11-�\ \ y. (/ �\ \ /: ry n I - \• y��' ' ' g y' / I'7 / :\` , 4zB \ /\ ,,,a�: ` k ZONE:MII-MARINE II ro' m' o n ' o ,. o , B.3 \6 `\ '92 \ 1\ \ I \ `7l -7. `B.B fl /h//' 7J /J \-Uj' yj\'S'\�\ \ e na• °,}y' \ / _d1,j ® /® a4/ / m m• m a' m \ 0.2 e, \ 7a 'e.e `�H 1. ' 7'' �! \ ( I B. Y s.3 �\ e. ' 4 /7 / \\ \\ ITEM CODE 4 a 'd.p 'fid ,�////roi / 904 a /1- \ \ \ CO/� s "'talc \ ,� I O 8 'B.B 1 / / , / / ,_ \___ 1 \ k k 4,r! 4M vTj 1/A7�! I o , n �. B /�j / ° \ _ '�\_- / P k S 418\I r mmlak \T' 11 h �, ee ` e 7 -8.g 4. a� \ '1.�t , 5 i5'B 1.4 9l / / / 1 m / 1\�3 \ h LOT AREA(MIN) 80,000 SF a h n 6 , n ti n ,� B 4 \\ \ ` /.� -e•y 8' c5. `1.4 / / I /T \x x 6> J k +a 4 Ids 1 �,� `� LOT WIDTH(MIN) 150' ' a a° 'B.7 Y X5.5 '/JI ��y,, J Q 5� `8.8 / 5 / /l/� / 09 / / 1 / 461 k / 1 %'/ // I o , 'B.9 `7.B '8.8 ` 113 B'3 -52 .x�;7 `J�• `\ 's7" _`B.q ,/ �3g 11.4 '///J 1'j / % / /IJ Min 4J _ 44� 4 �' 4T maAele t7 J o `B.H `B.o e. \ _p �al,r�/ \\ u 4Jp / r ,� a LOT DEPTH(MIN) 150' _ B Be `� �� `1 4 ii/ / / 7' / \ t 4 \1 q® k4 / n `8'4 ,8'g _7g 'el � d `� `l \ `28 ' i// )y J / / � 4, \ I � x I m % re' 'B.e > 3 \ so �v _11 �\ .` `2eI� . /i // r 4zi 1 x / e J,•� FRONT YARD SETBACK(MIN) 35' ° M e H '7Y 'et \ Al �'J 4b ' n C" \ M, k SIDE SETBACK(MIN) 25' `B3 `34 `\r, �� \ _ _��� ,/ //// Q ! °'•,\ I z k k \ /? / \`$y Wim, �!- \ �� // \ Zf' I 4JIk 4A 4q6 \ ( /� / 4b• 'e.2 DOCKS 'OATSLIPS .I `B.e ��. ' 'Rb , �`! \��_ fie• /,� J d 11. 4 ti /� BOTH SIDE YARD MIN 50' mN " w a' h '7y 70 a �\g \\`-�� /�-2�� // ) -) Jr / 7 , v ,�'l? n , o o q ` '71 7 B. '1.B `� - �\i-3- -// ,o, as /J 7- 8.0 10 A / /e 1 M�� (MIN) ' , ,\�'n. n7 a ,o m �yg '7q -75 ,yl 'B.7 ,851 'B.e ' �, v `\\ /_/ ' \ `a 4 x I / / oT \ / \ , m '79 /--�^=s- �__'\' e I K s / J 4N 4)j ^ REAR YARD SETBACK(MIN) 25' \ I'dn `yB e' `79 `aH `ee B 'aH _48 \�5- /--- a ab 14u I ) r,\ k6 �\1\ x SETBACK TO WATER BODY MIN 280-1168 75' n `70 Y, -6.8 -59 \ -1fauTanie• 1 / I I (MIN) \� m _7g 6.9 'e. `e.e 'BY `71 B, ry 9 , / 1 ^>/ 1 \ ak aze \� cls;1 I LANDSCAPE AREA(/MIN 20% \\ , m o o `B.6 y 8 _8.5 '7Y \ 3...8 \// ,� I I g\ 441 o I / /_ I 411 ,e k �>V / x (MIN) m'n ti 'Y.a 'ee `B4 ` r Zo '47 s \ \\\ ° l \ xazr ° / ole" / �_'b \ ncN CO �\ a/9 LOT COVERAGE(MAX) 30% �\ / �• n a' o o '8.5 �B4 `B.2 `e.g `B•8 `79 . \ \ \ I aS4 I % s / 7p/ ! / ( ` '1'/s a1} Q- �o / Q h `72 y '4.4 I pludga I x dD�•'nq- \ •�.t'j X476 \• I l \\ ''O n �• n'e� n 6.4 DB2 'e2 'B.6 X71 2 'e \ I I I •Sz6' / ° .i- •C\I ms's_^ s BUILDING HEIGHT5'/2 STY \ `72 ,y3 I \'S.q a°y,N I \ x 1 ! " \ a»»eb6s� \417 nx 4u I (MAX)( ) `\ °a� `B'B 6'2 `B.0 `8.3 ,yl ;75 78 `B.q •1.8 `q.�/16 jll o/ \ I 4 . \ 441 X411 \'>� / I ` O 2 �8.2 `q•3 4 `B7 `B,1 '`� / . GRA \ /a ;°°i` , aD1•., \ / I SANITARY \\ B' B H 7 B,7g `seg \ s PAVEMENT r \ 0 azs s- / I �� ala `�' 9 'B.0 `8.2 5 `B.8 '3 , \ \ , >.:? ._ J _ ' ., \ s 1 I Y 7; O \/ Qeb \ RYg `6' \ I 'e.4 `8.0 9 '7¢ 51 \ 1 >�/(, c J j y Jn•,y 1 , , j es �B.g �8 p2 '72 �7gg '76 �S g� $ > 1 x416 I 18 If- 8U/!DING ` ,I Utz, ® J6 \\,. i a `/7�5' / 1 o m ' m °3 `d.1 '7B '4.4 I 1b k l CALCULATIONS 6 9 r eg GROUNDWATER MANAGEMENT ZONE IV m m m m o m O iu � I e. 'e.l `B1 y 7. _,,/ m I B�i 'B•8 �7s4 '70 �\ 'S�p ' (� �(ny � xg� k 1�'�`� Lae• � n. mar° �� ��� � �, � s x478 `�atrot x4� I % \ ALLOWABLE FLOW / m m 9.3 `8.a `e3 zs a� N e A! pAT/ 8• ` 1 8 / 52 as y`' 7u I 1<0• /!D/ 4u I s4s 'e.5 B 'BS '- - 39 zzs BU 0 x ! iu 1 `B.B -B'4 I I NG k 7zJ -6 '/i B, -6.3S,p 4 12J' \ \ 419 a ALLOWABLE DENSITY=600 GPD/AC 3 `B2 I J 1710„ "mb J 1 k4J7 x /1 71J J S9g 1 '8B 8, `a1 `B.B 'B.0 1 ® a91 •4T \ 8k' .,.(7 k by-,91i17}, B' B -8.2 'B.g �5 B `e.� '° + /®I �wr `� /r� ," \ , I 12.468 Ac x 6000 GPD/Ac=7,481 GPD 'ag '70 ` I 1H/14 _ 7th \ �.d /I/ /"� 7u I _� P00 '87 7 -8.4 `71 `e•1 8p\ ..������ ' -tee \ r//1 I k7 ! \ /17{, '' a(C bpf 4 J. 4 /,f To !y' Ba' 7,77 \ 1B •. 1 1 1 h I -a.g 7 -B.8 '6.H `7z `e•4 'e.�/ '"'4.v�I�, 9'qy si x7 7J / RY d�.y '\ \ \ x474 &rok \ " 11 DENSITY CALCULATION ao I m m m m ' m r `a •� 'a v I .a v a ae .a 2 ,yt y '73 �3.Y '� IPJ ''TT l yJ 4}' BU ID/ /��f l 7'� 7,$ 7 pyo p,`' 's a4j // 4sj / IJ iP i. <T .p lV V d A N O N O C m m r m -;,.1 1 B 7 `7a / , // •p 7� / NV •$ ^'u -\\` T/D 71J ' ° x4/9 �O / ~ o `7l z ' 3 3 >/ I , 41 1 / EXISTING: FAMILY RESIDENCE = 3010 GPD DOCKS48OATSLIPS y '7q ° `ee 3 eg I ,1e1• /f/�� r \\ 1►J+ ' I pa, `4.Y �// 1 , ^ k7 \ : 711 �'ax' . 7 I 17 \ a°"�ete/ z, \ l 1 x 418ks� I x WAREHOUSE 6,950 SF 0.04 GPD/SF = 278 GPD ° '86 'B7 `7a Y `75 `73 'S1 1 x bi I ? 8-4i, 7JI / 491 ••° I . 4 @ 3 \ '75 `7H I s. '� �. > s' 1 e / 4r -7- / •°'X456 x 1 WAREHOUSE 2 500 SF @ 0.04 GPD/SF = 100 GPD >+ 'B.4 -Bq '75 '72 I 1 a91 \ \ a p �// / adsGRAm I \ 5� � . '6.4 6. `71 '8'1 `78 `7.I I '$2 // ` \ VEL �+a► / ,a' x7�, x7•'7 I 1 / 447 1\� \ l // ks6J ' - e ° ee `B.I _yB _72 / `53 `0;B /// I PAVEMENT I \ A \ / \ 7 k 1 \�I I, I MARINA 140 BOAT SLIPS @ 10 GPD/SLIP - 1,100 GPD ` 4 '6.p / `o ( / tua/omer / "' /4r GRAVEL `>.\ 1\ / / 1 I POOL HOUSE 17 OCCUPANTS @ 5 GPD OCCUPANT = 85 GPD `B•1 Y, 'l. 's.9 r11 f/ .o I / E \ 'B.3 1 '8.0 -8.Y ` 7 2 F d1 m_8 m m 0 e `76 '7,B -73 I JJ J / ' 4St* / PAVEMENT \ ; 4 k 6 0l , \J j m 1m ' 1 B 8 1'6.6 -0.? I III!, / G \ aY/ �L.- A 47 448 6 °' !mJ w °° -• N ;, m tD .V O J m B 8 `B7 ,y4 _y4 _Bg 5�B g Irl/ / _ moi' .. 0 1 k 4s, \ , II . I TOTAL = 2,163 GPD 0 1 `/5 'NF I I I/ / 7_ bri� / k7Zs x71J `-$- \ a l§71l / / \4471 x I \ I `8.0 'B.7 '8.9/ a 5 Ill I l l ` I 'm 4e / I I 1 `8.y `'71 '870 'B.4 / 5 //lI!/ / \ x +� _ I� - / �__-�� \ I / I I 0 ` -8.6 8..7 .3 -66 HIGH WA7 s/ o VF ///�/ / ` s- d x71j 7-% \` \ GRAVEL \ s. LINE' //l / lzg k7 _ 1 r '! I ' y , / PAVEMENT \ ' N ,y! 2 `B.8 / p 7. k7f r \ ` O \` �5.8 'B.Y -6..Y `8.5 _-^\ 8y 6 / k 1 N Land now or formerly of 5, e. /' \ / `4•9 ///, / \ 748 k Breezy Shores Community Inc. d H '• -84 ` 4 // ' 5 7fl tO ' ' j m ;W w `5.8 'B.7 , `al 2.8•.. m m m m m m m .� " m m A w w `6Y `8.2 'B.p 'S.2 `95 4 '1.215 �/'//�' \ �_7. x k7'! // X491 xa37 kgs, `\ g ,9.0 'B.I I ' 'MF411 %//! 1 �_� 73, ) /1 k4 / / 1 o `\ `8.0 ,B•2 `81 55.2 `g 1' //��/� / ! \\ .Jl (_ / 4T x6 1 \'y k4A \' / `8.1 `B'4 `B'1 `82 / • 9 D 1 / / i k� \ '\ /'� N 1�., \ I xS'u x•513' l -6..q I / 8 /l/ / /487 \ 757 \ _8.6 �6.q _8.2 -64 ,/ `57 'Y ,0.0 MF,6 x 1 x 1 x467 I FL �B.g 2 '73 `84 B / 'S.B a 9/ I x� ,-----B--_X411_ >\\ �/ k �' , x711 I �\ j 54M 2 / 'S.2 I I p�' I.c 487 4„B k 1 / '7:3 1 91 i P° `7B '6.5 e / `S.Y R 1 J GRAVEL ) \ / x46{ I 1 \ / / E \ , •v •:,'e.a m�371`. '84 2 \� �5,8 'S3 / ' 1 I 7 �� PAVEMENT `\ ` / �as7 a!1 ---\ t`\ / 1 / Land now or formerly of m V ,> � 'e.I ,'MEAN L0 53 dMr 1 J \ I 4a' / k 1 I I l Y ud v 8.4 'B.2 �J__ v _ / 11 I I I / \ x `e.7 _g `e.q lr 5.H WATER e5( `4.e Wry ° su \`d \�/ ass x ,t- META!r 1 / \ / I I / Breezy Shores Community Inc. -9.3 `Be `8.3j �_-51-r- 3 D-----�.�-- I �h � Ipi k \ 4fr �8U/!D/NG I !I g /-r.}-'� ICA `3.4 4 `22 1 J / , / ( / 4R3' \ \ / J I x 7 m `85 / `r �2p 1. �1--� f..° WF' "e' 1 `___� \ fig____ 1 N -a / -- W x k x 491 x r'\ --7-_ k 4 l Ep `� \\ amoi MDVINn. 1 0 �� 25 �'`0, - �• _ `.3 //'•\ I xg�6 448 459 bb \` \ eULRNFAD(T,P) 1 0 'p ,"4.5 1'7 /( 2 \ o a o /'' 26 - IO�r4((W X' . ... xp.aol _\\-/ / xsJ ♦/ /1 I \♦ \ 1 V / 1B -' 29 - ...;. ".... s7,.., xr�'3� _IJ- k6u x / lm 194. 54V 1 :.1.. ---- I I 4a8 x$37 \ l l , c w w \\\s /A - ^.,: :'u::'." °ap°Ye `.t --__�J``\`` _�\_ k$48 ° ,�, � w '�. � � -s-__ // 50 100 .�md to ... .. ! ` _ \\ e m � !�. ae .` -7 xcanol .,�::�.: :^;. � ..�_,_ �F _ J / 7�J°15\p0 �11111 91�y i/IrN w \\\�� v'�MIfW ) _.� -59'29 n `\�`\�[ _ `\�' \�� \` \s\ 5A \/ 1 ;11^\I X447 1 11// 1, ° /// vHIGH WATER N o . 1 \\` ` `N \\ \\\ : ' Y1w--- W ��`S �_ _\\\\`�'` \\`\ x 11 / 1 'J x5� i /J SCALE:1"= 50' c 1 I \�N'owgational \\ \ - 'V�\ \/ dq7 l x 1 /1 x S9J 1 / LINE o I \ \4 w\ R �1b ` •ROPoseDDODe EvaAEwAu `��� \ \ 457 1' I Rebu o w I \ �\4,xtofI \ \ � .m \ , ` - eYSTEM,ASMANUFACTUREDBV MEAN HIGH �� gyp\ �\ �- \ k I,�/ x� /! / A'!U 0- `(\( \ ? oouBEEwAL1rvP) \ -S` 477 / 1 A U 20 e \ `\ \3 \`° \ `Jayg7 150 -----� crwEL.zo) WATERI/NE \� `� \ �� // GRAVEL l / I I I I 3 LV21 �I N 1UISTINED INC-FMMIENTNPEVUCE ``'�.\\\` ` \� -!\(/ `_ \ k$91 1AVEMENT I J I I j' - - - \ \ \ \ E%IBDNG CONCRETE REYETMfllT q\\ J- U /�� v, \ \` \ \ \ \ \ \\ N •3 0 n,suoIP \��� \� ,, ♦ kes/ 1 / u> I 2. o ls� 44e `\� `�\ J s\ \\ \ k4S0 ,-7 l) j x446 I 1 J - - U ? � Southold Town \ \ a> N w �`-"^�" K 1 - - Board of Trustees Land now or formerly of \\ \`�\ ``\ //\`s \`\, ` /\`> i' I` No. REVISION DESCRIPTION DATE BY Southold Shores Association Inc. 'k-\ `h ��,\�\ \\���\ \\ \�\ , > w a„ \� `�� \\ r \\ / �� / OWNER/APPLICANT: �07 'tA 1 'Noo. 4� �\ \ `\\ � > '�7B �` ° \ �'\ 1 i ` e• /`�'-_�'--5- / SAGE BASINE PARTNERS,LLC ,f OVERALL PLAN v ,4 aJ .,., A \ \ !°' `' I ` \ \ � \ 1760 SAGE BLVD ,4' `� \ \ a' w I \ A- m ''\.. `. \ \ �` \ l 1 \ `�/ \m - I /J SOUTHOLD,NY 11971 m 6 4qz `\` r °-�/II ` + PFCONIC IIAY / \ z: \ ' N 3 I - k BRICK COVE MARINA \ m \ \ \ - SITE ADDRESS: N x,p7{ O 3-' �\ � �� H �\\ \\\\\ N r •� � \� \�\\Z_ ,� \ �•- \ \ 1 \ \ I `r / ti O `t\ x \`\ O I `----\ \Y1760 SAGE N ` \ \ w \\ \ \la \ e \� \� I \ k ' , SOUTHOLD,NYD1971 ' ' " "' `B`' 1760 SAGE BOULEVARD --Z' � \� ` 'AJC � `\ `���\ I 1 1•',' �/ 1 I / � � •� \`\\\ `\\..• '�\\\/$l SITUATED IN -- ,� 33.13 6G, a» .m\ \ `\\ w •\ -5' J nrs9°20'57'w o w \` s \\` `'� `\ 1 ' �� r GREENPORT HIGH WATER / ��( K. Q j` IN CINE '' NW 04 \\\\♦ `\\ ;\w 2 sz ^O ` / \ \ HIGH WATER "wav \ \ / �`'�s ' n °ham e N �\ 44P \` \ \, �, ,� r `� -� t�;' f " ,l TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK h ' SCTM: DISTRICT 1000 SECTION 057 BLOCK 01 LOT 038.3 wig q %J n Q 10 v'1 lite:r I �..., \m.0 °Zr13"Wcli 0 '17 / .°�' ' ' r Robinson & Muller ^ M9J/ �, > ` \ `\/\\ kg161, �,a���s�IV7 ��•', �_ Engineers, P.C. e 50 Elm Street E J,7o \ \,\ \\ \\__/ / •_'_ Huntington,NY 11743 M o o �al,�c --_ -- ""sssENJUOffice:(631)271-0576 N o o Matthew K.Aylward,PE Fax:(631)271-0592 � � a- THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN 4sP \ NY State License No.093172 www.rmengineering.com MINTO,L.S DATED AUGUST 16,2020,LAST'REVISED MARCH E �} DWN.BY: DJG CHK'D.BY: MKA SCALE: 1"=50' SHEET: ® _ ° 11,2021,SOUNDING DATA BASED ON HYDROGRAPHIC , w Z ° SURVEY PREPARED BY SEA LEVEL MAPPING DATED DATE: 06-22-21 DATE: 06-24-21 JOB Ni 2021-027 3 DECEMBER 2020 AND AERIAL PHOTOGRAPHS TAKEN FROM ° NYS GIS VIEWER. 0 " g ° —Q0 6p Cl /, / �1,cj / /Ut�IKflf(]U i -a -0 5 * ( / transformer 6 -6 6 j 7 j•� 5 3 1 Il •3 ► .0 .7 7 � WF 2 I I I I I I Po a Co Co Co I a' � - I / gav sHORE aD ► ► °' °' o� co tv o i ► 6 °' 78 �i �7 5,6 ° �pwj l l I ► I ' �6. o° `° �6.0 �6 6 6 3 1 I I l l l 6 \ monhol `P a' P0 Co °' o °� ,6.p ,6. \74 -74 '6.9 516 pCZ 5 WF_rZOI I I I / // -6.e s LEGEND ,6 ,6 � 73 73 6.4 / ° ,GyS �l l I/ / ( \ 81 � 0 0 —Z X70 _6 _6.3 / / / \� EXISTING RIP RAP ,6 ,6 3 ,6 ,NIGfI WATT/ ,p� WF 19// EXISTING RIP RAP } }........ wy 6.8 7 6 6 ° -6 7 ,7 6,2 6 8 LINE \ / 0 / / / I/l / l �� UNDERWATER N •1 � --� 0 m �PG6 Land now or former) of 5.9 -6.5 , — ` ' — —�6 6,7 6, 7 Inc. o, ,5 9 '6.4 _Q4 �/ `� •� / ,\4 9 \a5 Breezy Shores Community nc ► -5,3 6 ,6 j / 4,j ,� W�_18 MCO Co a' °' '�' co �' \57 -6� ° 6.0 �5� ,3,5 4 �j ' ''� •9 ,6•p ,6 0 ,6 ,6 j ° -5 46 �61 6 6 \6'� l 3 �i0 1�6 /// // timber \ 4 •j ,6 4 � �5,3 3 5 /1 / /l6 curbKEYMAP 6 760 SCALE: 1 -1,000\6• \6' \6•� ,6 4 � �5, � 7 �/10.0 p p WF 16 �// I / ��_ 6 ' ?,3 I I� - �p -7 g '6.5 ,6� / ,5 5'� rom I � \(ele4ri 9onel � GAVEL 6 R \, ► ► x '8.0 0 �Sr, ' '6.4 6.� 7 -53 p &I ,get / SITE DATA �. ,6 .a PAVEMENT 5 4 �, -6„p _� _ _ _ ^'1 / A FAN LO ,5 3 , \ / desk I > ,signs SCTM: DIST. 1000,SECT.057,BLK.01,LOT 38.3 5. -4. / 115 I m hole PROPERTY ADDRESS: 1760 SAGE BOULEVARD,GREENPORT,NY 11944 -8,7 ,6 / 9 WATER Ll 6 I WF I / 545 LOT AREA: 543,123 SF(12.47 Ac) \ I I co 6' 4 / 5 5 p �3 �3 i N / O k UPLAND AREA: 332,333 SF(7.63 Ac) 01 -5,3 �8 -6.31 j 7 I / / planters AREA UNDER WATER: 210,790 SF(4.84 Ac) I 0 8 _ ,3.4 J / / "� / I EXISTING ZONE: Mil-MARINE 11 \\ °' \ g 7 1 ,8 5 / / — �5 4 �3 4 �2 2 / / �/ EXISTING USE: MARINA / p // 52 SCHOOL DISTRICT: GREENPORT UFSD \ / \ j0 / 8 2 j _ — — j _ — �, POST OFFICE DISTRICT: GREENPORT,11944 \ / \ 4 I 7 - / 52j k FIRE DISTRICT: GREENPORT FD \6 / 2 5 -1,0 _ _ M1-W // / , / WATER DISTRICT: SUFFOLK COUNTY WATER AUTHORITY \ J 1 � � i / ��”---•--- DATUM: NAVD 88 o -0 — MHW -''f`� timber / \ \ 1 0 0) -1Co -0-3 ,s / ��'� = � ✓ — cures / j94.2 4 WF-9 , /jam j�� ___-----' _ r<I ....f ." ! /- — — — -- — 1CID VE _ C'3 FEMA osprey s C.0 co o - - \ ► . ,- ,cjpnest -t r 1 `��� 5100 19, t\ D_ 0750 1KC CP i \ 5 HIGH WATER V, 2 1 \ \ hrta atlonal \ CP w \ r ... ... .... ._�.... _.. AML Q,� ; LINE 0 g \ \-DRi ht of Wa \6' ._ t.... Y • MEAN �llG�l 115 \ WATER LINE 11Gg'4 CP � \ s \ CP -00 Land now or formerly of Southold Shores Association Inc.00 .170 ° Lq CP CP PECONIC SAY cli CP •O (� I \ cS 0 20 40 ° M \ O 1 S SCALE:1"=20' D j Oq �\ U' 1-1 3. - - AUG 2 2012 00 33. B ��, m \' 2. - I ° N C� \ \ c9 \ �` \ Southold Town HIGH WATER " -89020'5X' 0`� ` 6 's Board of Trustees o Q� \ (� \ \ \ \ c3` No. REVISION DESCRIPTION DATE BY c°� LINE \ `\ 11\ - OWNER/APPLICANT: BAASIINE PARTNERS,LLC "Z11q / \ s -� SOUTHOLD,NYD11971 PARTIAL EXISTING CONDITIONS PLAN it o / coo •S h� / �` \ \ SITE ADDRESS: BRICK COVE MARINA 1760 SAGE O / C`0 \ SOUTHOLD,NY 1760 SAGE BOULEVARD � p� / 6, \ OD SITUATED IN "� / \ \ s �P,��,oF ��►EF",�o. GREENPORT 10.7 / �' 6'�c9 �, �� K. �r TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK Cq SCTM: DISTRICT 1000,SECTION 057, BLOCK 01, LOT 038.3 57902 -� ,� �11 / -� �, °�� a `_t:r �� 'i Robinson & Muller / \ \� \ ���� X03 'i72 C.. Engineers, P.C. � � n �'`t 1 \:� � Huntington,NY 11743 �:J51,sta 50 Elm Street a �, 6� \\ Office:(631)271-0576 \ Matthew K.Aylward, PE Fax:(631)271-0592 i 6\ JO 6' a THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN c9� —� NY State License No.093172 www.rmengineering.com MINTO,L.S DATED AUGUST 16,2020,LAST REVISED MARCH 'CP DWN.BY: DJG CHK'D.BY: MKA SCALE: 1"=20' SHEET: Z 11,2021,SOUNDING DATA BASED ON IAYDROGRAPHIC O EC _ DECEMBER 2020 AND AERIAL PHOTOGRAPHS TAKEN FROM ° SURVEY PREPARED BY SEA LEVEL MAPPING DATED \ O DATE: 06-22-21 DATE: 06-24-21 JOB No.: 2021-027 3 ° NYS GIS VIEWER. 0WMMIMMM p �.� �.(� �•� / /0191Kreaa I \ 6 ° �6 8'1 ,7 I � 5.3 '0 5 I transformer –8 I I •3 I '0 •7 � � wF 2 SNOREa� i� P C0 Co 03 I I I rn 78 �7 �73 ��5.6 0 –p I o° cn w tv o c° Co Co I I I 0 6,6 6.0 6.6 6 1 I I 1 / / / \ monhol LEGEND Po �• ca X6.0 ('• 7 6 1 wF- / / _ _ EXISTING RIP RAP ,6 ,6 5 / ....� 0 0 7 �� X6.3 EXISTING RIP RAP ,6 7 -71 p , ,6¢ fllG�l WATT; l �°�5 i9 // l l/l / / \ UNDERWATER WF / PROPOSED ARMAMENT ° ,6 8 �6 7 6.3 6.6 / �0 6 / / // l / ya 6 LINE / I / l ��Q PROPOSED OYSTER SHELL o > 6 �71 _ 6'8 — 0 // // l k 3 SURFACE Land now or formerl of 5 9 -6.7 \6'S \ –6, 7 \4.9 \�6 PROPOSED WETLAND I I I I 0 6' 4 / / / PROPOSED NATIVE Breen Shores Community Inc. I �, 4 1a / / Y I I aj �, � 5.8 ,6 61 4.1 WS J 7/ // \ SEASIDE PLANTINGS PROPOSED FLOAT DOCK ; ai I I I I � � :, co co 5. 7 ,6 ,6 p 3.4 �`0 5 Co Co co co Co co , 'SZO CYI 2 �U 5 \ •9 '6.0 ,61 ,6 4 ,61 ,6.2 / 3 3 �p.� JQ6 / / // // � timber ,6 4 1 5.3 5 p p / /, / / 66 curb KEYMAP 6.6 6'7 \6'� l �5 • 7 / 16 / l( ( l Q SCALE: 1 =1,000 _6. 7 0.p wF� / SITE DATA 4 / / _6' 9 Z 3 _6 4 / -5 6 0 / /l ' — _ _ _ - SCTM: DIST. 1000,SECT. 057,BLK.01,LOT 38.3 AREA TO BE DREDGED P OPOSED LOW SILL \6"2 / �5• I I / 6 PROPERTY ADDRESS: 1760 SAGE BOULEVARD,GREENPORT,NY 11944 3 I I a�0 \7 8 TOA DEPTH OF 4 FT 6 r° lelec nc onel LOT AREA: 543,123 SF 12.47 Ac) \ P BULKHEAD(TYP) �6 / 5• ,5, /rj�p 1 & II �t / GRAVEL UPLAND AREA: 332,333 SF(7 63 Ac C) � BELOW MLW(TYP) TW EL.0.33) L 3 / g / ( ) I 8'p CD �� DREDGE AREA'B' 6• ( 6 j -5 8 /° l I ° / °PAVEMENT ° AREA UNDER WATER: 210,790 SF(4.84 Ac) \ I I �8 4 �� 3,475 SF 6 _ _ A 1 / MEAN LV 5.3 000 I ' O signs EXISTING ZONE: MII-MARINE II EXISTING USE: MARINA c„ �8.7 �6 5' WATER LI –4.8 / WFC 15 / / m hole 5¢5 SCHOOL DISTRICT: GREENPORT UFSD POST OFFICE DISTRICT: GREENPORT,11944 I I co co 8 4 / ,5 — ,5 - - N I / �, / p k p� p� � `9'3 X8.8 \6'3 / ED IN / / / planters FIRE DISTRICT: GREENPORT FD I Cn O o �.� / ' WATER DISTRICT: SUFFOLK COUNTY WATER AUTHORITY bo � 9 / — ---5 UL E ( P) 1 / / DATUM: NAVD 88 o� 0 / �Ip4 1 77 // 1 ,1 ° _ _ _ _ _ -fes �' ► k 525 DREDGE AREA CALCULATION ESTIMATE \ \ CD .� / _ _ �. z 525 k DREDGE AREA'A' \ PROPOSED VINYL 1 `� O o / PROPOSED LOW _ - - - - - _ - - r»`- - _ ,.r- -. - = -"J'-- - = � �a. ' ♦� EXISTING VOLUME ±57,832 CF \ BULKHEAD(TYP) 1 p 4.5 SILL WETLAND wF- ` PROPOSED VOLUME 6'x±14,000 SF AREA = ±84,000 CF ±11,375 SFF-11 -_ - » `. `....�. `.. .; °... X°�6 ... . k 51J NET CUT = ±26,168 CF 0 \ ..w : ,,..�.:' a � .. _ ±969 CY � \ 1 o O -•1 / / 6 � �Mww�-� � �t':.`�� ". ' ..v..: ,.: ':�-. f',. — / — / DREDGEAREA'B' cures / - _� — ....... . . . .e ,.:a. Jm er .6 / •' r.:w.. :� •g . 6,95 1 c9 W / _ > -....-.. .'. ...-r„ .r.., ........_... w �r / PROPOSED VOLUME 4'x±3,475 SF AREA = ±13,900 CF \ 1 � 4.29 , _ . . .♦ :... _ _ _ 5\ _ 50 CF 1 1 .4 WF_9 w.. NET CUT - - / -. s' ::'� .:':,.. 'y, "tl :"N•::` _ - ±257 CY 1\ 1 O /� �. 1 cs • `.,.�» . .. '.'♦ . <�_" ` y PROPOSED LIGHTING\ \ ° �� 1 / _ ..., •® r- d' ♦rn.� .�_ F" c '...,�:::r <:"'.. U `.til is — -��N�T CTYP) \ TOTAL NET CUT = ±33310 CIF o_ .. ,' ,226 CY . Pr Y . c9 6� P i a :,,., .-. w ti' PROPOSED BOLLARD \ NOTES \ \ O . . � - � . �� / S .� t m.....,.• � �ti�,. �.a:e, •fw._�� J "\\::. W'Q( �� � ....�... \ \ � LIG T1iV NG � _ G�,Lo . .:.: ..... �. .... - � 1 co ,� z Co � .,,..,.. .- _w... . �.x. . _ ..�._ SURFACE P \ J7 ••�< ` .> �••-''• \ 1. EXISTING RIP RAP/RUBBLE DEBRIS AND OBSTRUCTIONS SHALL BE REMOVED AND DISPOSED OF AT A LICENSED too it - l 1 DISPOSAL FACILITY OFF-SITE. f: 1 " \ � � '. '' � ��� =`` ' .. ..�.'�" ;.,;``...':• v�: � ,'�� '� J � �` `�,., \ ` \\ \ \ 2. APPARENT HIGH WATER LEVEL IS BASED ON THE SURVEY PREPARED BY'JM LAND SURVEYING'JOHN MINTO,LS .N750 a , r t� \ \ ~` �` - :. i". 1 t""'�f V\ - 1 �\ \ \ \ ` DATED AUGUST 16 2020 LAST REVISED MARCH 11 2021 DATUM NAVD88. c� \ Ncp ,1 \HIGH (NATER / w� \ - �' ; ;;• •a=� <: -� ,-� ,� � -ice � ;~\ •••• ,-'; -•{ ���-•==-- � � 3. APPARENT LOW WATER LEVEL IS BASED ON THE HYDROGRAPHIC SURVEY PREPARED BY SEA LEVEL MAPPING .... T LINE o / \ apgatlonol \ 'CP 0 \ DATED DECEMBER 2020,DATUM MEAN LOWER LOW WATER. / t Of WCIy \ \ \ \ \ o 0 0 S? ..1....1 PROPOSED DOUBLEWAL WALL �\ �1 ' 'f' SYSTEM,AS MANUFACTURED BY 4. CONTRACTOR SHALL USE THE APPROXIMATE 1,226 CUBIC YARDS OF DREDGED MATERIAL TO BACKFILL RETAINED \ \ \ ,.._ _ MEAN HIGH 6' 1 }_ t DOUBLEWAL(TYP) \\\ AREAS ON EASTERN AND WESTERN PENINSULAS,AND ADJACENT BEACH.COMPACTION SHALL BE IN MAXIMUM 115 \ \ 5° (TW EL.7.0) WATER LINE �� 12"LIFTS. _ _= S.JQ c3� \ G \ A .3 PROPOSED STONE ARMAMENT TO REPLACE 5. CONTRACTOR SHALL INSTALL APPROXIMATELY 2,300 SQUARE FEET OF STONE ARMAMENT AT THE BASE OF THE 1 r \ ro EXISTING CONCRETE REVETMENT SEAWALL ALONG SOUTHERN SHORELINE OF EASTERN PENINSULA AS SHOWN. RIP RAP SHALL CONSIST OF A aT PROPOSED SEATING AREA / -2� _ _ J j a; a \ \ S��G�` \ '� \cry PROPOSED 15-FT WIDE OYSTER w°t/0ad f/ag A±2,300 SF TOP LAYER OF 3 FT NOMINAL SIZE STONE(1.5 TON/STONE),WITH AN UNDERLAYER OF 9"NOMINAL SIZE STONE (50 LBS/STONE).ALL STONE SHALL BE FROM A LOCAL QUARRY. \ \ t cry SHELL SURFACE(TYP)±4,200 SF // / \ \ \ \ -I EL.8.0 6. WESTERN PENINSULA:LENGTH&LOCATION RELATIONSHIP BETWEEN EXISTING AND PROPOSED BULKHEADS: N % i j \ \ \ AREAS TO BE DREDGED AREA TO BE PLANTED WITH NATIVE , \ 6' a.LANDWARD OF EXISTING:LOCATION=0 FT TO A DEPTH OF 6 FT v� SEASIDE PLANTINGS TYP ±2 850 SF BELOW MLW(TYP) -� ( ) b.SEAWARD OF EXISTING:LOCATION=0 FT 5 N \ c.SAME LOCATION:LENGTH=320 FT \ EXISTING OSPREY POLE TO BE CPN RELOCATED TO WEST PENINSULA 7. EASTERN PENINSULA:LENGTH PROPOSED BULKHEADS: \ �fl � CP \ \ O AS SHOWN (TYP) a. LOW SILL BULKHEAD:237 FT Land now or formerlyof b. BULKHEAD:285 7 8. LENGTH OF PROPOSED Southold Shores Association Inc. ;` '', 0 OSED SEAWALL:203 FT k 5/Q \ a r \\\ c3` \ \ \ f'� 9. AREA OF PROPOSED WETLAND:1,375 SF DREDGE AREA'A' OF�LE A 0 \ IN_/ N `\\ cS` 6� t� 14,250 SF \ PR o / O°, CP o I � � 492 \� ,• '< PECONIC PAY . ...•'" c9 C14 Uri 75 J'7 / i ��' �� •O \\ cS� 0 20 40 O 3 RELOCATED OSPREY'S NEST( \ 1 \ SCALE: 1"=20' i o l✓i i a \ CP 1.00 ;;��33* B 2. CP Soutl'old 60'u�lrl f� f f r N�9°20'57" ;• 0\e' J � �' \ 6' s Boars+ of`Crus.aes T/I GI/ WATER 'f \\\ \ No. REVISION DESCRIPTION DATE BY - �� Q ,� ` \ \ OWNER/APPLICANT: DREDGE & PENINSULA LINE \ \ SAGE BASINE PARTNERS,LLC RESTORATION PLAN / \ 1760 SAGE BLVD M SOUTHOLD,NY 11971 `�� BRICK COVE MARINA N �S ` '+ �` v' / \ j \ SITE ADDRESS: -I h 1760 SAGE BLVD o �� 6' OOH / \ \ 6, \ \\\ SOUTHOLD,NY 11971 1760 SAGE BOULEVARD EXISTING STEEL BULKHEAD TO BE REMOVED AND �� �' // \ \ \•� , �� \ \ \ \ \ SITUATED IN i REPLACED IN-PLACE WITH NEW VINYL BULKHEAD. �� ' o TOP OF NEW BULKHEAD SHALL BE 18"ABOVE 6' 1 / 6' \ C Ck' �a jam' GREENPORT N \ �� ;- 4 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK 04 EXISTING TOP OF BULKHEAD 0 77 / \ \ l G \ ��c9 �'��'' C. r�� G' �� TOP OF EXISTING BULKHEAD EL.5.4 11'A' \ 6' o ' �;, SCTM: DISTRICT 1000,SECTION 057, BLOCK 01, LOT 038.3 i TOP OF PROPOSED BULKHEAD EL.6.9 01113 / -� \ \ , f �'`r. 579 \ •CP \0 PROPOSED LADDER / \ 6� c� I N ATTACHED TO BULKHEAD / \ 6, v Robinson & Muller 04 (TYP) / \ s \ \ s��A 72 �� Engineers, P.C. CS A\P�. _. \ 6� �F .k \..0 F1 50 Elm Street PROPOSED SEATING AREA ,SS1 . Huntington,NY 11743 N EXISTING FLAG POLE TO \ \ ,1 6, 6� 117% lu Office:(631)271.0576 REMAIN Op Matthew K.Aylward,PELNGI Fax:(631)271-0592 THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN NY State License No.093172 www.rmengineering.Com E MINTO,L.S DATED AUGUST 16,2020,LAST REVISED MARCH 11, -� DWN.BY: DJG CHK'D.BY: MKA SCALE: 1"=20' SHEET: D�— Z 2021,SOUNDING DATA BASED ON HYDROGRAPHIC SURVEY \a O PREPARED BY SEA LEVEL MAPPING DATED DECEMBER 2020 \ p DATE: 06-22-21 DATE: 06-24-21 JOB No.: 2021-027 o AND AERIAL PHOTOGRAPHS TAKEN FROM NVS GIS VIEWER. 0 PROPOSED OYSTER SHELL SURFACE PROPOSED BOLLARD LIGHTING(TYP) PROPOSED SLOPE TO BE PLANTED WITH COASTAL UPLAND PLANTINGS(TYP) PROPOSED DREDGED _ _ 4ZZ PROPOSED DOUBLEWAL WALL SYSTEM,AS MATERIAL FILL FROM BASIN __" MANUFACTURED BY DOUBLEWAL(TYP) &CHANNEL(±954 CY) _ Y' PROPOSED STONE ARMAMENT TO REPLACEEXISTING CONCRETE RIP PROPOSED VINYL BULKHEAD AS MANUFACTURED BY RAP REVETMENT CRANE MATERIALS INTERNATIONAL(CMI)OR APPROVED _ --z EQUAL(TYP) 3: PL EL.8.00 z TOP OF PROPOSED BULKHEAD(EL.7.00) I I TOP OF PR POSED WALL(EL.7.00) TOP OF PROPOSED REVETMENT(EL. 5.00) PROPOSED TIDAL WETLAND . .' EL 1.45 PLANTINGS . . EXISTING BOAT BASIN MHWEL. 1.20 J . / i ;, i ,.: , MHW(EL. 1.20) BOTTOMOW I ./• ..�\ \\ MLW(EL.-1.00) - ---_ ; ....... .........,. �,,. fir` •.�%/,`' !/.r `. ,,' ;i'` ;\: ,' ',• . A :` #.,.... ,. / \ i >..... \: ' l�, \/ti` .ti '`' .\J\'' .\ PROPOSED HORIZONTAL (EL.-4.00) •• '!/. ' '!;�.`J ,:PR©POSI;p MUULiNE? '; " : ff,/�: ;y� i Iii i i ` LAY LOG(TYP) PROPOSED 12"DIA. DREDGE MATERIAL TO BE TIMBER PILE(TYP) I 1 I I PROPOSED TIMBER REMOVED AND PLACED ON I i DEADMAN PILE(TYP) EXISTING PENINSULA PENINSULA UPLAND EXISTING MATERIAL TO i I I I 1 GRADE (TYP) REMAIN I PROPOSED BOAT BASIN i l BOTTOM i 1 I II I EASTERN PENINSULA CROSS SECTION A-A SCALE: s 11= 1' NOTE: DOUBLEWAL WALL SYSTEM MAY BE USED AS AN ALTERNATIVE IN LIEU OF PROPOSED NORTH FACING VINYL BULKHEAD. DREDGE AND MATERIAL PROPOSED RELOCATED DISPOSITION ESTIMATE OSPREY NEST r EAST PENINSULA EARTHWORK PROPOSED DREDGED MATERIAL FILL FROM CHANNEL(±255 CY) a r PROPOSED VOLUME ±6,350 SF PENINSULA AREA x 7 FT TALL WALL ±44,450 CF EXISTING VOLUME ±26,000 CF PROPOSED VINYL BULKHEAD AS PROPOSED UPLAND COASTAL NET FILL = ±18,450 CF MANUFACTURED BY CRANE ±683 CY MATERIALS INTERNATIONAL(CMI) PLANTINGS WEST PENINSULA EARTHWORK OR APPROVED EQUAL(TYP) a PROPOSED VOLUME ±4,600 SF PENINSULA AREA x 1.5 FT FILL = ±6,900 CF TOP OF PROPOSED BULKHEAD(EL.6.90) TOP OF PROPOSED BULKHEAD(EL_6.90) NET FILL = ±6,900 CF TOP OF EXISTING BULKHEAD(EL. 5.50) /\/\/\\ \ \ \ \ \\ \\ \ \ \ \\ \\ \\ \\/\\/\\/\/\ TOP OF EXISTING BULKHEAD(EL. 5.50) ±255 CY TOTAL DREDGE VOLUME: 1,226 CY PROPOSED 12"DIA. X\. TIMBER .,,!�, .,�,:. ,�F.,•.ti, ..�ti%;,. � \,.`. ,�..., ,,,. TIMBER PILE TYP 288 CY EXCESS MATERIAL MHW(EL.1.20) \ \ / `.`..;� i.'•� /�� . \ • \ J j•� I MHW(EL.1.20) 1,226 CY-(683 CY+255 CY]_ `_' \ . ,,,,•\`.,�,.,', .\``;'.' ,;\,..\ , . � ,, ,. ,\, , :>\ >. .\�,'; , . .� , ,`.\.`':�`. . MLW(EL.-1.00) ANY EXCESS MATERIAL SHALL BE USED TO TRANSITION PROPOSED PATHWAY TO E EXISTING MATERIAL TO 1 1 MEET GRAVEL REVETMENT,AND BE DEPOSITED ON ADJACENT BEACH ABOVE 3 REMAIN i Iii i MEAN HIGH WATER. > I II I � I III III � r I III III I � I III 111 I I II 1 '� I III III I I III 1 II I I II I 1 11 1 � I III III I I III III I N I III III I O I III 1 11 I N I III III I I I I I I I I I fD 7 C O WESTERN PENINSULA CROSS SECTION B- 13 -2 SCALE: a"= 1' E I 0 i 0 4 8 N O N 10 SCALE:1/4"= 1' 75 -i; 0 8 16 0 3 OYSTER SURFACE EL.8.00) SCALE:1/8"= 1' r € � • jI TOP OF PROPOSED BULKHEAD 4N, 2 a (1=L.6.90) TOP OF PROPOSED BULKHEAD EL.7.00 3. » o PROPOSED VINYL 2. C___..+ ;.....__.. 6 . JU.� U {` Uy; BULKHEAD(TYP) 1, - - - Board of'Trusteos No. REVISION DESCRIPTION DATE BY o f OWNER/APPLICANT: zg SAGE BASINE PARTNERS,LLC CROSS SECTION DETAILS � 1760 SAGE BLVD ,c SOUTHOLD,NY 11971 U EXISTING MUDLINE SITE ADDRESS: BRICK COVE MARINA SOUTHOLD,NY 11971 o ; 'i MLW(EL.0.00) MLW(EL.0.00) 1760 SAGE BLVD 1760 SAGE BOULEVARD I !` DREDGE MATERIAL SITUATED IN TO BE REMOVED i f, .... %;" ,/ ` \/ X�G %,I. AND PLACED ON i RETAINED UPLAND I -'j: /� GREE PORT �`1 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK I I C-4 AREAS OF EASTERN AND WESTERNt-- ,'. SCTM: DISTRICT 1000,SECTION 057, BLOCK 01, LOT 038.3 PENINSULAS(TYP) Robinson & Muller : 3 Engineers, P.C. N 50 Elm Street M Huntington,NY 11743 0 d Office:(631)271-0576 DREDGE CHANNEL CROSS SECTION C-C Matthew K.Aylward,PEENGINEENNU Fax:(631)271-0592 SCALE: a"= 1' NY State License No.093172 www.rmenglneenng.com IL d THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN E MINTO,L.S DATED AUGUST 16,2020,LAST REVISED MARCH 11, DWN.BY: DJG CHK'D.BY: SCALE: ASN TED SHEET: 2021,SOUNDING DATA BASED ON HYDROGRAPHIC SURVEY DATE: 06-22-21 DATE: 06-24-21 JOB No.: 2021-027 CS_ PREPARED BY SEA LEVEL MAPPING DATED DECEMBER 2020 AND P AERIAL PHOTOGRAPHS TAKEN FROM NYS GIS VIEWER. 0 PROPOSED STONE ARMAMENT TO REPLACE EXISTING CONCRETE REVETMENT PROPOSED VINYL PROPOSED NATIVE SEASIDE PROPOSED BOLLARD LIGHTING PROPOSED DOUBLEWAL WALL PROPOSED 15-FT WIDE BULKHEAD(TYP) PLANTINGS(TYP) (TYP) SYSTEM,AS MANUFACTURED BY OYSTER SHELL SURFACE DOUBLEWAL(TYP) (TYP) 3 8.1' 183.9' 8.8' TQ ........ . ................................................................ ............. .......................... ........................................................ . .. :.TOP BULKHEAD 7.00 '....•.•..•......•.....•.......................... ................ ........................... ............. . ....................................................... :::::::: : .•.•::.':::.•:.•.':::.'..•::.•::::::::::::: :.•.•::::::::::::.•.•::.•:::::: .:::..:.:::::.::::..:......................................................................................... ......:.......................................................................................................... ............ ............... .......•... :.:.:.:.:.... .:.:.:.:.... , TOP RE VETMENT 5.00 .. ...... ..#n%.: 00 12 .. :.- MHW ELEV. 1.20 >: II � 4 , y v� I MLW ELEV.-1.00 y N , � © Q ©© 75 1 H!i €11i i'Si €i!I I E 0 N O N t0- 7 SOUTH VIEW OF EASTERN PENINSULA PROFILE SCALE: 1"= 10' A 0 10 20 J F" ,W E� ...�._.. SCALE:1 = 10' rEL 0 3. 0 2. - - - U I I . .............�.... " .__,.,__....�.... I 1• - - - So�ltho.......ld Tovrn 0 `o No. REVISION DESCRIPTION DATE BY ---- E3oard of'irustoe5 OWNER/APPLICANT: v 1SAGE 760SAEBLVDRTNERS,LLC EASTERN PENINSULA PROFILE 1760 SAGE BLVD M SOUTHOLD,NY 11971 o SITE ADDRESS: BRICK COVE MARINA I 1760 SAGE BLVD o SOUTHOLD,NY11971 1760 SAGE BOULEVARD r' SITUATED IN GREENPORT 04 „ TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK 1 yL r 1 SCTM: DISTRICT 1000,SECTION 057, BLOCK 01, LOT 038.3 0 n & Muller N Engineers, P.C. � 50 Elm Street a \\ '::. u. Huntington,NY 11743 o Office:(631)271-0576 X "INEEN Matthew K.Aylward, PE Fax:(631)271-0592 a NY State License No.093172 www.rmengineering.com a; THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN E MINTO,L.S DATED AUGUST 16,2020,LAST REVISED MARCH 11, DWN.BY: CHK'D.BY: MKA SCALE: 1"=10' SHEET: 2021,SOUNDING DATA BASED ON HYDROGRAPHIC SURVEY DATE: 06-22-21 DATE: 06 24-21 JOB No.: 2021-027 ■ p 1 PREPARED BY SEA LEVEL MAPPING DATED DECEMBER 2020 o AND AERIAL PHOTOGRAPHS TAKEN FROM NYS GIS VIEWER. 0