NYC WRP CONSISTENCY ASSESSMENT FORM – 2016

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NEW YORK CITY WATERFRONT REVITALIZATION PROGRAM Consistency Assessment Form

Proposed actions that are subject to CEQR, ULURP or other local, state or federal discretionary review procedures, and that are within New York City’s Coastal Zone, must be reviewed and assessed for their consistency with the New York City Waterfront Revitalization Program (WRP) which has been approved as part of the State’s Coastal Management Program.

This form is intended to assist an applicant in certifying that the proposed activity is consistent with the WRP. It should be completed when the local, state, or federal application is prepared. The completed form and accompanying information will be used by the New York State Department of State, the New York City Department of City Planning, or other city or state agencies in their review of the applicant’s certification of consistency.

A. APPLICANT INFORMATION

Name of Applicant:

Name of Applicant Representative:

Address:

Telephone: Email:

Project site owner (if different than above):

B. PROPOSED ACTIVITYIf more space is needed, include as an attachment.

1. Brief description of activity

2. Purpose of activity

FOR INTERNAL USE ONLY WRP No. _____________________ Date Received: ___________________ DOS No. _____________________

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C. PROJECT LOCATION

Borough: Tax Block/Lot(s):

Street Address:

Name of water body (if located on the waterfront):

D. REQUIRED ACTIONS OR APPROVALSCheck all that apply.

City Actions/Approvals/Funding

City Planning Commission Yes No City Map Amendment Zoning Certification Concession Zoning Map Amendment Zoning Authorizations UDAAP Zoning Text Amendment Acquisition – Real Property Revocable Consent Site Selection – Public Facility Disposition – Real Property Franchise Housing Plan & Project Other, explain: ____________ Special Permit

(if appropriate, specify type: Modification Renewal other) Expiration Date:

Board of Standards and Appeals Yes No Variance (use) Variance (bulk) Special Permit

(if appropriate, specify type: Modification Renewal other) Expiration Date:

Other City Approvals Legislation Funding for Construction, specify: Rulemaking Policy or Plan, specify: Construction of Public Facilities Funding of Program, specify: 384 (b) (4) Approval Permits, specify: Other, explain:

State Actions/Approvals/Funding

State permit or license, specify Agency: Permit type and number: Funding for Construction, specify: Funding of a Program, specify: Other, explain:

Federal Actions/Approvals/Funding

Federal permit or license, specify Agency: Permit type and number: Funding for Construction, specify: Funding of a Program, specify: Other, explain:

Is this being reviewed in conjunction with a Joint Application for Permits? Yes No

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E. LOCATION QUESTIONS

1. Does the project require a waterfront site? Yes No

2. Would the action result in a physical alteration to a waterfront site, including land along theshoreline, land under water or coastal waters? Yes No

3. Is the project located on publicly owned land or receiving public assistance? Yes No

4. Is the project located within a FEMA 1% annual chance floodplain? (6.2) Yes No

5. Is the project located within a FEMA 0.2% annual chance floodplain? (6.2) Yes No

6. Is the project located adjacent to or within a special area designation? See Maps – Part III of theNYC WRP. If so, check appropriate boxes below and evaluate policies noted in parentheses as part ofWRP Policy Assessment (Section F).

Yes No

Significant Maritime and Industrial Area (SMIA) (2.1)

Special Natural Waterfront Area (SNWA) (4.1)

Priority Maritime Activity Zone (PMAZ) (3.5)

Recognized Ecological Complex (REC) (4.4)

West Shore Ecologically Sensitive Maritime and Industrial Area (ESMIA) (2.2, 4.2)

F. WRP POLICY ASSESSMENTReview the project or action for consistency with the WRP policies. For each policy, check Promote, Hinder or Not Applicable (N/A). For more information about consistency review process and determination, see Part I of the NYC Waterfront Revitalization Program. When assessing each policy, review the full policy language, including all sub-policies, contained within Part II of the WRP. The relevance of each applicable policy may vary depending upon the project type and where it is located (i.e. if it is located within one of the special area designations).

For those policies checked Promote or Hinder, provide a written statement on a separate page that assesses the effects of the proposed activity on the relevant policies or standards. If the project or action promotes a policy, explain how the action would be consistent with the goals of the policy. If it hinders a policy, consideration should be given toward any practical means of altering or modifying the project to eliminate the hindrance. Policies that would be advanced by the project should be balanced against those that would be hindered by the project. If reasonable modifications to eliminate the hindrance are not possible, consideration should be given as to whether the hindrance is of such a degree as to be substantial, and if so, those adverse effects should be mitigated to the extent practicable.

Promote Hinder N/A

1 Support and facilitate commercial and residential redevelopment in areas well-suitedto such development.

1.1 Encourage commercial and residential redevelopment in appropriate Coastal Zone areas.

1.2 Encourage non-industrial development with uses and design features that enliven the waterfrontand attract the public.

1.3 Encourage redevelopment in the Coastal Zone where public facilities and infrastructure areadequate or will be developed.

1.4 In areas adjacent to SMIAs, ensure new residential development maximizes compatibility withexisting adjacent maritime and industrial uses.

1.5 Integrate consideration of climate change and sea level rise into the planning and design ofwaterfront residential and commercial development, pursuant to WRP Policy 6.2.

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Promote Hinder N/A

2 Support water-dependent and industrial uses in New York City coastal areas that arewell-suited to their continued operation.

2.1 Promote water-dependent and industrial uses in Significant Maritime and Industrial Areas.

2.2 Encourage a compatible relationship between working waterfront uses, upland development andnatural resources within the Ecologically Sensitive Maritime and Industrial Area.

2.3 Encourage working waterfront uses at appropriate sites outside the Significant Maritime andIndustrial Areas or Ecologically Sensitive Maritime Industrial Area.

2.4 Provide infrastructure improvements necessary to support working waterfront uses.

2.5 Incorporate consideration of climate change and sea level rise into the planning and design ofwaterfront industrial development and infrastructure, pursuant to WRP Policy 6.2.

3 Promote use of New York City's waterways for commercial and recreational boatingand water-dependent transportation.

3.1. Support and encourage in-water recreational activities in suitable locations.

3.2 Support and encourage recreational, educational and commercial boating in New York City'smaritime centers.

3.3 Minimize conflicts between recreational boating and commercial ship operations.

3.4 Minimize impact of commercial and recreational boating activities on the aquatic environment andsurrounding land and water uses.

3.5 In Priority Marine Activity Zones, support the ongoing maintenance of maritime infrastructure forwater-dependent uses.

4 Protect and restore the quality and function of ecological systems within the NewYork City coastal area.

4.1 Protect and restore the ecological quality and component habitats and resources within the SpecialNatural Waterfront Areas.

4.2 Protect and restore the ecological quality and component habitats and resources within theEcologically Sensitive Maritime and Industrial Area.

4.3 Protect designated Significant Coastal Fish and Wildlife Habitats.

4.4 Identify, remediate and restore ecological functions within Recognized Ecological Complexes.

4.5 Protect and restore tidal and freshwater wetlands.

4.6In addition to wetlands, seek opportunities to create a mosaic of habitats with high ecological value and function that provide environmental and societal benefits. Restoration should strive to incorporate multiple habitat characteristics to achieve the greatest ecological benefit at a single location.

4.7 Protect vulnerable plant, fish and wildlife species, and rare ecological communities. Design and develop land and water uses to maximize their integration or compatibility with the identified ecological community.

4.8 Maintain and protect living aquatic resources.

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Promote Hinder N/A

5 Protect and improve water quality in the New York City coastal area.

5.1 Manage direct or indirect discharges to waterbodies.

5.2 Protect the quality of New York City's waters by managing activities that generate nonpointsource pollution.

5.3 Protect water quality when excavating or placing fill in navigable waters and in or near marshes,estuaries, tidal marshes, and wetlands.

5.4 Protect the quality and quantity of groundwater, streams, and the sources of water for wetlands.

5.5 Protect and improve water quality through cost-effective grey-infrastructure and in-waterecological strategies.

6 Minimize loss of life, structures, infrastructure, and natural resources caused by floodingand erosion, and increase resilience to future conditions created by climate change.

6.1 Minimize losses from flooding and erosion by employing non-structural and structural managementmeasures appropriate to the site, the use of the property to be protected, and the surrounding area.

6.2 Integrate consideration of the latest New York City projections of climate change and sea level rise (as published in New York City Panel on Climate Change 2015 Report, Chapter 2: Sea Level Rise and Coastal Storms) into the planning and design of projects in the city’s Coastal Zone.

6.3 Direct public funding for flood prevention or erosion control measures to those locations wherethe investment will yield significant public benefit.

6.4 Protect and preserve non-renewable sources of sand for beach nourishment.

7 Minimize environmental degradation and negative impacts on public health from solid waste, toxic pollutants, hazardous materials, and industrial materials that may pose risks to the environment and public health and safety.

7.1 Manage solid waste material, hazardous wastes, toxic pollutants, substances hazardous to the environment, and the unenclosed storage of industrial materials to protect public health, control pollution and prevent degradation of coastal ecosystems.

7.2 Prevent and remediate discharge of petroleum products.

7.3 Transport solid waste and hazardous materials and site solid and hazardous waste facilities in amanner that minimizes potential degradation of coastal resources.

8 Provide public access to, from, and along New York City's coastal waters.

8.1 Preserve, protect, maintain, and enhance physical, visual and recreational access to the waterfront.

8.2 Incorporate public access into new public and private development where compatible withproposed land use and coastal location.

8.3 Provide visual access to the waterfront where physically practical.

8.4 Preserve and develop waterfront open space and recreation on publicly owned land at suitablelocations.

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Submission Requirements

For all actions requiring City Planning Commission approval, materials should be submitted to the Department of City Planning.

For local actions not requiring City Planning Commission review, the applicant or agent shall submit materials to the Lead Agency responsible for environmental review. A copy should also be sent to the Department of City Planning.

For State actions or funding, the Lead Agency responsible for environmental review should transmit its WRP consistency assessment to the Department of City Planning.

For Federal direct actions, funding, or permits applications, including Joint Applicants for Permits, the applicant or agent shall also submit a copy of this completed form along with his/her application to the NYS Department of State Office of Planning and Development and other relevant state and federal agencies. A copy of the application should be provided to the NYC Department of City Planning.

The Department of City Planning is also available for consultation and advisement regarding WRP consistency procedural matters.

New York City Department of City Planning Waterfront and Open Space Division 120 Broadway, 31st Floor New York, New York 10271 212-720-3696wrp@planning.nyc.govwww.nyc.gov/wrp

New York State Department of State Office of Planning and Development Suite 1010 One Commerce Place, 99 Washington Avenue Albany, New York 12231-0001 518-474-6000www.dos.ny.gov/opd/programs/consistency

Applicant Checklist

Copy of original signed NYC Consistency Assessment Form

Attachment with consistency assessment statements for all relevant policies

For Joint Applications for Permits, one (1) copy of the complete application package

Environmental Review documents

Drawings (plans, sections, elevations), surveys, photographs, maps, or other information or materials which would support the certification of consistency and are not included in other documents submitted. All drawings should be clearly labeled and at a scale that is legible.

Policy 6.2 Flood Elevation worksheet, if applicable. For guidance on applicability, refer to the WRP Policy 6.2 Guidance document available at www.nyc.gov/wrp

ATTACHMENT 1 PROJECT DESCRIPTION

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U-Haul Staten Island Container Transfer and Storage Facility NYS Joint Application Form – Project Description Existing Conditions The U-Haul Staten Island property at 7 North Street, Staten Island, New York is part of an active commercial waterfront that extends along the south bank of the Kill Van Kull from Mariner’s Marsh Park to the west to Snug Harbor Road on the east, a distance of approximately 3.5 miles. The Bergen Point West Reach of the Kill Van Kull in the immediate vicinity of the property is a very active maritime corridor used around the clock by large ocean-going vessels, barges, tugs, and other commercial vessels (see Photograph 1). Land uses immediately abutting the property include Faber Park to the west and a demolition and trash removal container service operation to the east. The existing property consists of paved, surface parking facilities for the storage of rental vehicles, a 23,923-square foot building housing rental offices, and a 1,657-square foot storage/vehicle servicing building (see Drawing C-01). The water’s edge is approximately 850 feet in length and is composed of a loosely-packed stone revetment that, due to age and the combined effects of wave action, tidal currents, and vessel-generated wakes, has deteriorated to the point where it has ceased to adequately protect the commercial facilities on the property from the effects of erosion and coastal storm impacts (see Photographs 2, 3, and 4). Erosion at the northwest corner of the rental office building has advanced to a level that now threatens the stability of the structure (see Photograph 5). Site inspections conducted in 2017 revealed that the existing stone revetment extends waterward to varying distances as a result of the haphazard dislodgement of stones as the revetment has deteriorated. Nevertheless, the revetment remains at a distance of greater than 100 feet from the boundary of the Federal navigation channel of the Kill Van Kull waterway. The footprint of the existing revetment occupies approximately 24,650 square feet of area (see Drawing C-01). Per the Federal Emergency Management Agency’s (FEMA) Flood Insurance Rate Map (FIRM) Panel #3604970169F (dated 09/05/2007) the 1.0% flood elevation of the property is 8.0 feet (NAVD88 Datum). The property does not include a FEMA high velocity (VE) flood zone. Proposed Action U-Haul Company of Brooklyn/Queens/Staten Island (U-Haul) proposes to (1) reconstruct the stone revetment to halt further deterioration of the waterfront edge and erosion of its property and protect the structures on the property from imminent damage

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and (2) develop the property as a ship-to-shore transfer and storage facility for U-Haul storage containers transported to the property by barge. Revetment Reconstruction The approximately 850-foot long revetment will be reconstructed upon a marine mattress (filter fabric overlain by 11.5” of crushed stone), overlain with an 18-inch layer of underlayer stone, and topped with a 3-foot layer of armor stones consisting of recovered stones from the existing structure, supplemented with new stones as necessary. The finished slope will be set to 1.5:1.0 (horizontal:vertical) and constructed so that the reconstructed footprint does not extend further waterward than the stones from the existing revetment. Accordingly, there will be no further encroachment into the waterway to accommodate the reconstruction of the revetment (see Drawings C-03 and C-07). Barge Transfer Pier U-Haul proposes to construct a T-wharf for the docking of barges and transfer of storage containers conveyed to the property, via marine transport, from sites throughout the United States. The T-wharf will consist of a pile-supported, 32’ x 28’±, concrete deck extending outward from the shore and terminating with a pile-supported, 15’ x 52’±, concrete deck aligned parallel to the shore (see Drawings C-03, C-05, and C-08). Along with the wharf, two mooring dolphins will be installed off each end of the parallel deck. The T-wharf will be supported with a total of 21, 12-inch diameter steel pipe piles and the mooring dolphins will each be supported by six, 12-inch diameter steel pipe piles. Due to the relative shallowness of bedrock at the site, all piles will be socketed into bedrock via coring. The proposed dimensions of the T-wharf represent the minimum necessary to accommodate the proposed use. The length of the vertical element is dictated by the need to locate the berthing face where the depth of the waterway at mean low water is sufficient to accommodate the berthing of barges, while maintaining bottom clearance to avoid bottoming-out during periods of low tide. Any reduction in length will bring the berthing face into waters too shallow to maintain essential bottom clearance. At a width of 28 feet, the access element of the wharf will be wide enough to safely accommodate two-way passage of 5- to 8-ton forklifts conveying containers onto, and off, the pier. This finding is based on an average width of 8.5 feet for the forklift, a passage width (curb to curb) of 25 feet, and a minimum separation distance between opposing flow of 3.0 to 5.0 feet. The dimensions of the parallel element provide for safe berthing of barges and pier-side maneuvering of loading/unloading equipment (see discussion of

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Alternative D). The entire wharf structure has been sized and aligned to accommodate the berthing of up to 20-foot wide x 100-foot long barges entirely within the riparian boundary of the U-Haul property (see Drawings C-03 and C-08). Container Storage Warehouse Storage containers conveyed by barge to the property will be stored in a proposed 26,334-square foot warehouse building to be constructed on the property as depicted on Drawing C-03. The proposed dimensions of the building are 154 feet in width x 171 feet in depth. The first floor of the building will be set at elevation 14.75’ (NAVD88 Datum), an elevation that is 6.75 feet above the currently-defined, 1.0% flood elevation for the site. FEMA is considering a revision to the FIRM panel encompassing the project site. This revision, depicted on Panel #3604970169G (dated “Preliminary” 12/5/13), would raise the 1.0% flood elevation of the site to 11 feet (NAVD88), if adopted. Alternatives to the Proposed Action There are no practicable alternatives to the proposed reconstruction of the stone revetment. The no-build alternative is not practicable, as it will result in the continued deterioration of the applicant’s property and the loss of Building A. Eventually, the continued erosion of the shoreline will result in loss of adjoining properties. The proposed slope and composition of the reconstructed revetment is that required to withstand impacts resulting from a long-term continuation of the heavy marine traffic experienced in this area and future severe storm events. A number of alternatives to the proposed T-wharf design were considered by the applicant, including:

A) a filled pier to extend the area of land between Building A and the waterway by at least ten feet,

B) a pile-supported pier extending along the entire waterfront of the property from the east edge of Building A to the east end of the property (i.e., expanded pier),

C) a heavy-duty access ramp/gangway with a floating barge providing the permanent docking/working pier element, and

D) piers of alternative shape with reduced total square footage. Alternatives A, B, and C were found to have greater adverse impacts on regulated areas than the proposed action and were, thus, rejected. Alternative A would result in the filling of approximately 4,160 square feet of waterway below the elevation of mean high water. Alternative B would result in the creation of a pier structure covering

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approximately 17,000 square feet of water surface area. Alternative C, while eliminating the need to fill a section of the waterway and requiring a minimal amount of pile installation, would result in the permanent installation of a barge in an area that is not deep enough during low tide conditions to prevent the barge from bottoming out on sediments that form the bed of the waterway. This regular bottoming of the barge will cause a frequent resuspension of sediments within the waterway. Alternative D consisted of a consideration of alternative pier shapes, including an L-shaped pier and a straight pier aligned perpendicular to the shore. These alternative shapes would occupy less total area of the watersheet than the proposed T-shaped pier. The proposed T-shape is one which is designed to efficiently and safely accommodate the movements of forklifts and other equipment engaged in the transport of storage containers from a berthed barge to the warehouse. The T-shape allows for the forklifts to back away from the barge by turning into either the left or right side of the horizontal member and then proceed forward along the vertical member. Neither a L-shaped nor straight pier allow for this type of three-point turning movement in both directions. Efficiency in movement and flow of equipment are critical elements of safety on a working pier. Designs that facilitate congestion significantly impact upon the safety of this environment and should be avoided. While the L-shape can accommodate a three-point turn in one direction, the restriction in movement will lead to congestion and increase the risk of accidents on the pier. The straight pier concept is considered unworkable, as equipment will be forced to back-out the entire length of the pier, maximizing the potential for accidents. Construction Methods and Sequence Reconstruction of Revetment The proposed reconstruction of the stone revetment will occur in accordance with the following basic sequence.

• Install a floating silt curtain along the length of the property. • Remove all existing revetment stones from the waterway and slope via land-

based equipment. • Stockpile all removed stones within the Contractor Staging Area for reuse on the

reconstructed revetment (see Contractor Staging Area location on Drawing C-04).

• Grade the edge to establish a 1.5:1.0 base slope. • Install filter fabric upon the underlying soils and place on top of the fabric an 11.5-

inch thick “marine mattress”. • Over the “marine mattress”, place an 18-inch thick layer of underlayer stone. • Over the underlayer stone, set in place the armor stones.

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• Along the top of the reconstructed revetment, install an 18-inch splash curb to reduce and diffuse overwash.

Construction of Pile-supported Pier and Dolphins The proposed pile-supported pier will be constructed in accordance with the following basic methods and sequence.

• Install a floating silt curtain along the length of the property. • Socket all piles for pier and dolphins into sediments and bedrock by coring into

the rock to a minimum depth of 5.0 feet. The basic equipment required for the socketing of the steel piles in the bedrock include a steel pile of a larger diameter than the pile to be installed, a rock drill/auger of appropriate diameter, and a suction pump. The larger diameter pile will be installed to refusal and the auger will be lowered to the rock face and operated within the pile. Once the socket has been drilled to depth, the auger will be withdrawn and the slurry will be pumped to a suitable containment area/device on-shore for dewatering. The 12-inch diameter steel pile then will be installed into the socket and the larger diameter pile removed.

• Construct forms for cast-in-place concrete pile caps and construct caps. • Construct form for cast-in-place concrete deck and pour deck. • Install fendering system.

The pile supports for the two dolphins will be installed in the same manner as those for the pier. As with the pier decking, the dolphin blocks will be cast-in-place following the installation of the supporting piles. Although much of the pier construction will be conducted using land-based equipment, the contractor may also use barge-based equipment, depending on preference. In the event a construction barge is used at the project site, the contractor will be directed to anchor the barge within the Work Barge Staging Area depicted on Drawing C-04 using spud piles. Use of spud piles will allow the barge to float up and down with the tides and any wakes created by marine traffic. The spud piles will include a stop at an elevation that will preclude the bottom of the barge coming within 2.5 feet of the river bottom at any time. Warehouse Building The warehouse building will be constructed in accordance with conventional methods. Prior to initiation of disturbance of the warehouse site, haybales or coir log erosion berms will be placed around the construction area to demarcate the work area and prevent discharges of suspended soils and debris in stormwater from entering the waterway via sheet flow. All existing and proposed catch basins into which stormwater from the work area may flow, will be protected throughout the construction period with

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catch basin filters to prevent suspended solids and debris from entering the drainage system.

ATTACHMENT 2 CONSISTENCY ASSESSMENT STATEMENT

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U-Haul Staten Island Container Transfer and Storage Facility NYC Waterfront Revitilization Program – Consistency Statement The following Consistency Statement addresses those New York City Waterfront Revitilization Program (WRP) policies and standards identified as either “Promote” or “Hinder” in the WRP Consistency Assessment Form prepared for the U-Haul Staten Island Container Transfer and Storage Facility (Proposed Project). Policy 1.1 – Encourage commercial and residential redevelopment in appropriate Coastal Zone areas. The Proposed Project promotes this policy. The project site is located within the City’s M3-1 zoning district, a district within which “docks” are permitted as-of-right as a Use Group 17 use and “warehousing” is permitted as -of-right as a Use Group 16 use. The project site also is located within the City’s Coastal Zone as an element of Reach 22 (Port Richmond Neighborhood) of the Kill Van Kull Significant Maritime and Industrial Area (SMIA). Lastly, the project site is located within a Priority Marine Activity Zone segment of the SMIA. The proposed reconstruction of the deteriorating rip rap revetment along the site’s waterfront edge will function to protect the property for the proposed use and any future uses appropriate for siting within this Coastal Zone area. The proposed pier structure and barge-transported container storage warehouse are both water-dependent commercial uses and uses permitted within the M3-1 zoning district. As such, they are uses appropriate for siting within the relevant Coastal Zone area. Policy 1.3 – Encourage redevelopment in the Coastal Zone where public facilities and infrastructure are adequate or will be developed. The Proposed Project promotes this Policy. All existing public infrastructure facilities are adequate to support the proposed warehouse use. The existing revetment is privately-owned and will be repaired using private funds. The proposed pier structure is a necessary infrastructure improvement required to accommodate the proposed maritime transport of U-Haul containers to the site. This proposed structure will be constructed solely with private funds. Policy 1.5 – Integrate consideration of climate change and sea level rise into the planning and design of waterfront residential and commercial development, pursuant to WRP Policy 6.2. As stated herein relative to Policy 6.2, the Proposed Project promotes this Policy by restoring a vital element of shoreline protection infrastructure and promoting a building siting strategy that accommodates both current flood history and ‘High-mid’ to ‘High’ levels of projected flooding, assuming sea level rise projections into the 2100’s. Specifically, the first floor of the proposed warehouse building will be set at elevation 14.75 feet (NAVD88), an elevation approximately 3.75 feet higher than the current (preliminary) elevation of the 1.0% flood on the site as defined by the Federal

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Emergency Management Agency - FEMA (see attached FEMA Panel #3604970169G and Policy 6.2 Flood Elevation Worksheet). Policy 2.1 – Promote water-dependent and industrial uses in Significant Maritime and Industrial Areas (SMIA). The Proposed Project promotes this Policy. As stated under Policy 1.1, the project site is located within Reach 22 of the Kill Van Kull SMIA. All proposed uses are water-dependent. The revetment reconstruction is required to prevent further erosion of the shoreline due to wave and wake impacts and the proposed pier is required for the berthing of barges engaged in the maritime transport of storage containers to and from the site. The proposed warehouse building is designed to store, exclusively, those containers transported to and from the project site by maritime transport. The existence of this land-based storage facility is a critical supporting element to the success of the water-dependent, maritime transport proposal. Policy 2.5 - Incorporate consideration of climate change and sea level rise into the planning and design of waterfront industrial development and infrastructure, pursuant to WRP Policy 6.2. As stated herein relative to Policy 6.2, the Proposed Project promotes this Policy by restoring a vital element of shoreline protection infrastructure and promoting a building siting strategy that accommodates both current flood history and ‘High-mid’ to ‘High’ levels of projected flooding, assuming sea level rise projections into the 2100’s. Specifically, the first floor of the proposed warehouse building will be set at elevation 14.75 feet (NAVD88), an elevation approximately 3.75 feet higher than the current (preliminary) elevation of the 1.0% flood on the site as defined by FEMA (see attached FEMA Panel #3604970169G and Policy 6.2 Flood Elevation Worksheet). Policy 3.4 – Minimize impact of commercial and recreational boating activities on the aquatic environment and surrounding land and water uses. The Proposed Project promotes this Policy. The proposed commercial use of the property will include the berthing of barges along the north edge of the proposed T-wharf. The T-wharf has been sized and designed to accommodate that berthing without dredging or causing any disturbance to the aquatic environment. As indicated in Drawing C-08, a berthed barge will have sufficient bottom clearance at mean low water to not bottom-out on the bed of the waterway. Also, sufficient space will be retained between the end of the pier and the boundary line of the property (i.e., the U.S. Pierhead and Bulkhead Line) to accommodate the berthing of a 20-foot wide barge without encroachment upon the lands and water uses of others (see Drawing C-03). Policy 3.5 – In Priority Marine Activity Zones, support the ongoing maintenance of maritime infrastructure for water-dependent uses. The Proposed Project promotes this Policy. The project site is located within the Priority Marine Activity Zone of the Kill Van Kull SMIA. The proposed reconstruction of the deteriorating rip rap revetment represents the “maintenance of maritime infrastructure”.

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This maintenance activity will protect the site from further erosion, thereby preserving its capacity to accommodate water-dependent uses now and in the future. Policy 4.5 – Protect and restore tidal and freshwater wetlands. The Proposed Project promotes this Policy. The proposed reconstruction of the rip rap revetment will not result in the loss of tidal or freshwater wetlands. The proposed toe of the reconstructed revetment will not extend waterward beyond the footprint of the deteriorating revetment stones. The reconstructed revetment will stabilize the shoreline and eliminate the ongoing erosion that currently causes sedimentation of the Kill Van Kull waterway and tidal flats. Policy 4.8 – Maintain and protect living aquatic resources. The Proposed Project promotes this Policy. The proposed reconstruction of the stone revetment will halt the erosion of the project site currently occurring due to the inadequacy of shoreline protection provided by the deteriorating revetment. This erosion currently causes sedimentation of the Kill Van Kull waterway, including existing tidal flats and intertidal habitats. The reconstructed revetment will provide niche habitat between the armor stones for coastal macrophytes and other macroorganisms. Prior to initiation of construction activities at the site, a bottom-weighted turbidity curtain will be deployed as depicted in Drawing C-04. This turbidity curtain will prevent the incidental release of sediments and other materials from the work area, particularly those sediments that could increase the levels of turbidity in the waterway. The turbidity curtain will remain, and be maintained, in-place until all in-water work has been completed. Policy 5.2 – Protect the quality of New York City’s waters by managing activities that generate nonpoint-source pollution. The Proposed Project promotes this Policy by replacing a paved parking area used for the storage of U-Haul rental vehicles with a warehouse building. Runoff discharging from the roof of the building will carry a substantially lower pollutant load than that discharging from a paved vehicular parking surface. Further, the reconstruction of the deteriorating revetment will reduce the ongoing erosion at the site, erosion that results in increased turbidity and sedimentation of the Kill Van Kull following significant storm events. Policy 5.3 – Protect water quality when excavating or placing fill in navigable waters and in or near marshes, estuaries, tidal marshes, and wetlands. The Proposed Project promotes this Policy. Prior to the initiation of any work within or upon the bank of the waterway, a turbidity curtain will be deployed, as depicted in Drawing C-04, to prevent the release of suspended sediments outside of the work area. The proposed drilling of bedrock to create sockets for the installation of piles will be conducted within a confined enclosure to prevent the release of drill tailings to the water column. Specifically, a larger-diameter steel pile than that to be permanently installed will be placed over and around the proposed socket location prior to initiation of drilling.

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This larger-diameter pile will serve as the enclosure while the socket is drilled. Drill tailings will then be pumped out of the enclosure and transferred to a dewatering site on an upland area of the property. The dewatering site will be designed and constructed to filter out and contain all drill tailings from the pumped water prior to discharge into the waterway. Policy 5.5 – Protect and improve water quality through cost-effective grey-infrastructure and in-water ecological strategies. The Proposed Project will not employ applicable in-water ecological strategies. The specific in-water strategy promoted in this Policy is the use of soft shorelines as an alternative to the use of rip rap for shoreline protection. The use of a soft shoreline strategy at this project site is impractical due to the energy generated by the wakes of large ocean-going vessels and waves during storm events. The current condition of the rip rap shoreline in this area is a testament to these high energy conditions. Policy 6.1 – Minimize losses from flooding and erosion by employing non-structural and structural management measures appropriate to the site, the use of the property to be protected, and the surrounding area. The Proposed Project promotes this Policy. The proposed reconstruction of the deteriorating revetment is a structural management measure necessary and appropriate to prevent losses from flooding and erosion at this site. This form of shoreline protection is consistent with the shoreline condition on adjoining properties and is necessary to protect the property for both its current and future use. Policy 6.2 - Integrate consideration of the latest New York City projections of climate change and sea level rise (as published in New York City Panel on Climate Change 2015 Report, Chapter 2: Sea Level Rise and Coastal Storms) into the planning and design of projects in the city’s Coastal Zone. The Proposed Project promotes this Policy. Each of the proposed project elements have been assessed against projections of climate change and sea level rise using the City’s WRP Policy 6.2 Flood Elevation Worksheet (see attached). Assuming a “lifespan” for the reconstructed revetment and new T-wharf pier of 50 years, the top or surface of these structures will remain above the Mean Higher High Water (MHHW) level under ‘High’ sea level rise projections throughout the 2080’s and into the 2090’s – ten to twenty years beyond their “lifespan”. The warehouse building, also with an assumed “lifespan” of approximately 50 years, has been designed such that the first floor elevation, at 14.75 feet, will be approximately six (6) feet higher than the MHHW level under ‘High’ sea level rise projections well past the Year 2100. At that elevation, the first floor of the building will remain above the projected elevation of flooding during the 1% storm event under all sea level rise projections until approximately 2070 and above all but the ‘High-mid’ and ‘High’ sea level rise projections past the Year 2100.

ATTACHMENT 3 JOINT APPLICATION FOR PERMITS

JOINT APPLICATION FORM For Permits for activities activities affecting streams, waterways, waterbodies, wetlands, coastal areas, sources of water, and endangered and threatened species.

You must separately apply for and obtain Permits from each involved agency before starting work. Please read all instructions.

1. Applications To: >NYS Department of Environmental Conservation Check here to confirm you sent this form to NYSDEC.

Check all permits that apply: Dams and Impound- ment Structures

401 Water Quality Certification

Freshwater Wetlands

Tidal Wetlands

Wild, Scenic and Recreational Rivers

Coastal Erosion Management

Water Withdrawal

Long Island Well

Incidental Take of Endangered / Threatened Species

Stream Disturbance

Excavation and Fill in Navigable Waters

Docks, Moorings or Platforms

>US Army Corps of Engineers Check here to confirm you sent this form to USACE. Check all permits that apply: Section 404 Clean Water Act Section 10 Rivers and Harbors Act Is the project Federally funded? Yes No

If yes, name of Federal Agency: General Permit Type(s), if known: Preconstruction Notification: Yes No

>NYS Office of General Services Check here to confirm you sent this form to NYSOGS. Check all permits that apply:

State Owned Lands Under Water Utility Easement (pipelines, conduits, cables, etc.) Docks, Moorings or Platforms

>NYS Department of State Check here to confirm you sent this form to NYSDOS. Check if this applies: Coastal Consistency Concurrence

2. Name of Applicant Taxpayer ID (if applicant is NOT an individual)

Mailing Address Post Office / City State Zip

Telephone Email Applicant Must be (check all that apply): Owner Operator Lessee

3. Name of Property Owner (if different than Applicant)

Mailing Address Post Office / City State Zip

Telephone Email

For Agency Use Only Agency Application Number:

JOINT APPLICATION FORM 08/16 Page 1 of 4

JOINT APPLICATION FORM – Continued. Submit this completed page as part of your Application.

4. Name of Contact / Agent

Mailing Address Post Office / City State Zip

Telephone Email

5. Project / Facility Name Property Tax Map Section / Block / Lot Number:

Project Street Address, if applicable Post Office / City State Zip NY

Provide directions and distances to roads, intersections, bridges and bodies of water

Town Village City County Stream/Waterbody Name

Project Location Coordinates: Enter Latitude and Longitude in degrees, minutes, seconds: Latitude: ° ' " Longitude: ° ' "

6. Project Description: Provide the following information about your project. Continue each response and provideany additional information on other pages. Attach plans on separate pages.

a. Purpose of the proposed project:

b. Description of current site conditions:

c. Proposed site changes:

d. Type of structures and fill materials to be installed, and quantity of materials to be used (e.g., square feet ofcoverage, cubic yards of fill material, structures below ordinary/mean high water, etc.):

e. Area of excavation or dredging, volume of material to be removed, location of dredged material placement:

f. Is tree cutting or clearing proposed? Yes If Yes, explain below. No Timing of the proposed cutting or clearing (month/year):Number of trees to be cut: Acreage of trees to be cleared:

JOINT APPLICATION FORM 08/16 Page 2 of 4

JOINT APPLICATION FORM – Continued. Submit this completed page as part of your Application.

g. Work methods and type of equipment to be used:

h. Describe the planned sequence of activities:

i. Pollution control methods and other actions proposed to mitigate environmental impacts:

j. Erosion and silt control methods that will be used to prevent water quality impacts:

k. Alternatives considered to avoid regulated areas. If no feasible alternatives exist, explain how the project willminimize impacts:

l. Proposed use: Private Public Commercial

m. Proposed Start Date: Estimated Completion Date:

n. Has work begun on project? Yes If Yes, explain below. No

o. Will project occupy Federal, State, or Municipal Land? Yes If Yes, explain below. No

p. List any previous DEC, USACE, OGS or DOS Permit / Application numbers for activities at this location:

q. Will this project require additional Federal, State, or Local authorizations, including zoning changes?

Yes If Yes, list below. No

JOINT APPLICATION FORM 08/16 Page 3 of 4

7/27/2020

Page 1 of 6

U-Haul Staten Island Container Transfer and Storage Facility NYS Joint Application Form – Project Description Existing Conditions The U-Haul Staten Island property at 7 North Street, Staten Island, New York is part of an active commercial waterfront that extends along the south bank of the Kill Van Kull from Mariner’s Marsh Park to the west to Snug Harbor Road on the east, a distance of approximately 3.5 miles. The Bergen Point West Reach of the Kill Van Kull in the immediate vicinity of the property is a very active maritime corridor used around the clock by large ocean-going vessels, barges, tugs, and other commercial vessels (see Photograph 1). Land uses immediately abutting the property include Faber Park to the west and a demolition and trash removal container service operation to the east. The existing property consists of paved, surface parking facilities for the storage of rental vehicles, a 23,923-square foot building housing rental offices, and a 1,657-square foot storage/vehicle servicing building (see Drawing C-01). The water’s edge is approximately 850 feet in length and is composed of a loosely-packed stone revetment that, due to age and the combined effects of wave action, tidal currents, and vessel-generated wakes, has deteriorated to the point where it has ceased to adequately protect the commercial facilities on the property from the effects of erosion and coastal storm impacts (see Photographs 2, 3, and 4). Erosion at the northwest corner of the rental office building has advanced to a level that now threatens the stability of the structure (see Photograph 5). Site inspections conducted in 2017 revealed that the existing stone revetment extends waterward to varying distances as a result of the haphazard dislodgement of stones as the revetment has deteriorated. Nevertheless, the revetment remains at a distance of greater than 100 feet from the boundary of the Federal navigation channel of the Kill Van Kull waterway. The footprint of the existing revetment occupies approximately 24,650 square feet of area (see Drawing C-01). Per the Federal Emergency Management Agency’s (FEMA) Flood Insurance Rate Map (FIRM) Panel #3604970169F (dated 09/05/2007) the 1.0% flood elevation of the property is 8.0 feet (NAVD88 Datum). The property does not include a FEMA high velocity (VE) flood zone. Proposed Action U-Haul Company of Brooklyn/Queens/Staten Island (U-Haul) proposes to (1) reconstruct the stone revetment to halt further deterioration of the waterfront edge and erosion of its property and protect the structures on the property from imminent damage

Page 2 of 6

and (2) develop the property as a ship-to-shore transfer and storage facility for U-Haul storage containers transported to the property by barge. Revetment Reconstruction The approximately 850-foot long revetment will be reconstructed upon a marine mattress (filter fabric overlain by 11.5” of crushed stone), overlain with an 18-inch layer of underlayer stone, and topped with a 3-foot layer of armor stones consisting of recovered stones from the existing structure, supplemented with new stones as necessary. The finished slope will be set to 1.5:1.0 (horizontal:vertical) and constructed so that the reconstructed footprint does not extend further waterward than the stones from the existing revetment. Accordingly, there will be no further encroachment into the waterway to accommodate the reconstruction of the revetment (see Drawings C-03 and C-07). Barge Transfer Pier U-Haul proposes to construct a T-wharf for the docking of barges and transfer of storage containers conveyed to the property, via marine transport, from sites throughout the United States. The T-wharf will consist of a pile-supported, 32’ x 28’±, concrete deck extending outward from the shore and terminating with a pile-supported, 15’ x 52’±, concrete deck aligned parallel to the shore (see Drawings C-03, C-05, and C-08). Along with the wharf, two mooring dolphins will be installed off each end of the parallel deck. The T-wharf will be supported with a total of 21, 12-inch diameter steel pipe piles and the mooring dolphins will each be supported by six, 12-inch diameter steel pipe piles. Due to the relative shallowness of bedrock at the site, all piles will be socketed into bedrock via coring. The proposed dimensions of the T-wharf represent the minimum necessary to accommodate the proposed use. The length of the vertical element is dictated by the need to locate the berthing face where the depth of the waterway at mean low water is sufficient to accommodate the berthing of barges, while maintaining bottom clearance to avoid bottoming-out during periods of low tide. Any reduction in length will bring the berthing face into waters too shallow to maintain essential bottom clearance. At a width of 28 feet, the access element of the wharf will be wide enough to safely accommodate two-way passage of 5- to 8-ton forklifts conveying containers onto, and off, the pier. This finding is based on an average width of 8.5 feet for the forklift, a passage width (curb to curb) of 25 feet, and a minimum separation distance between opposing flow of 3.0 to 5.0 feet. The dimensions of the parallel element provide for safe berthing of barges and pier-side maneuvering of loading/unloading equipment (see discussion of

Page 3 of 6

Alternative D). The entire wharf structure has been sized and aligned to accommodate the berthing of up to 20-foot wide x 100-foot long barges entirely within the riparian boundary of the U-Haul property (see Drawings C-03 and C-08). Container Storage Warehouse Storage containers conveyed by barge to the property will be stored in a proposed 26,334-square foot warehouse building to be constructed on the property as depicted on Drawing C-03. The proposed dimensions of the building are 154 feet in width x 171 feet in depth. The first floor of the building will be set at elevation 14.75’ (NAVD88 Datum), an elevation that is 6.75 feet above the currently-defined, 1.0% flood elevation for the site. FEMA is considering a revision to the FIRM panel encompassing the project site. This revision, depicted on Panel #3604970169G (dated “Preliminary” 12/5/13), would raise the 1.0% flood elevation of the site to 11 feet (NAVD88), if adopted. Alternatives to the Proposed Action There are no practicable alternatives to the proposed reconstruction of the stone revetment. The no-build alternative is not practicable, as it will result in the continued deterioration of the applicant’s property and the loss of Building A. Eventually, the continued erosion of the shoreline will result in loss of adjoining properties. The proposed slope and composition of the reconstructed revetment is that required to withstand impacts resulting from a long-term continuation of the heavy marine traffic experienced in this area and future severe storm events. A number of alternatives to the proposed T-wharf design were considered by the applicant, including:

A) a filled pier to extend the area of land between Building A and the waterway by at least ten feet,

B) a pile-supported pier extending along the entire waterfront of the property from the east edge of Building A to the east end of the property (i.e., expanded pier),

C) a heavy-duty access ramp/gangway with a floating barge providing the permanent docking/working pier element, and

D) piers of alternative shape with reduced total square footage. Alternatives A, B, and C were found to have greater adverse impacts on regulated areas than the proposed action and were, thus, rejected. Alternative A would result in the filling of approximately 4,160 square feet of waterway below the elevation of mean high water. Alternative B would result in the creation of a pier structure covering

Page 4 of 6

approximately 17,000 square feet of water surface area. Alternative C, while eliminating the need to fill a section of the waterway and requiring a minimal amount of pile installation, would result in the permanent installation of a barge in an area that is not deep enough during low tide conditions to prevent the barge from bottoming out on sediments that form the bed of the waterway. This regular bottoming of the barge will cause a frequent resuspension of sediments within the waterway. Alternative D consisted of a consideration of alternative pier shapes, including an L-shaped pier and a straight pier aligned perpendicular to the shore. These alternative shapes would occupy less total area of the watersheet than the proposed T-shaped pier. The proposed T-shape is one which is designed to efficiently and safely accommodate the movements of forklifts and other equipment engaged in the transport of storage containers from a berthed barge to the warehouse. The T-shape allows for the forklifts to back away from the barge by turning into either the left or right side of the horizontal member and then proceed forward along the vertical member. Neither a L-shaped nor straight pier allow for this type of three-point turning movement in both directions. Efficiency in movement and flow of equipment are critical elements of safety on a working pier. Designs that facilitate congestion significantly impact upon the safety of this environment and should be avoided. While the L-shape can accommodate a three-point turn in one direction, the restriction in movement will lead to congestion and increase the risk of accidents on the pier. The straight pier concept is considered unworkable, as equipment will be forced to back-out the entire length of the pier, maximizing the potential for accidents. Construction Methods and Sequence Reconstruction of Revetment The proposed reconstruction of the stone revetment will occur in accordance with the following basic sequence.

• Install a floating silt curtain along the length of the property. • Remove all existing revetment stones from the waterway and slope via land-

based equipment. • Stockpile all removed stones within the Contractor Staging Area for reuse on the

reconstructed revetment (see Contractor Staging Area location on Drawing C-04).

• Grade the edge to establish a 1.5:1.0 base slope. • Install filter fabric upon the underlying soils and place on top of the fabric an 11.5-

inch thick “marine mattress”. • Over the “marine mattress”, place an 18-inch thick layer of underlayer stone. • Over the underlayer stone, set in place the armor stones.

Page 5 of 6

• Along the top of the reconstructed revetment, install an 18-inch splash curb to reduce and diffuse overwash.

Construction of Pile-supported Pier and Dolphins The proposed pile-supported pier will be constructed in accordance with the following basic methods and sequence.

• Install a floating silt curtain along the length of the property. • Socket all piles for pier and dolphins into sediments and bedrock by coring into

the rock to a minimum depth of 5.0 feet. The basic equipment required for the socketing of the steel piles in the bedrock include a steel pile of a larger diameter than the pile to be installed, a rock drill/auger of appropriate diameter, and a suction pump. The larger diameter pile will be installed to refusal and the auger will be lowered to the rock face and operated within the pile. Once the socket has been drilled to depth, the auger will be withdrawn and the slurry will be pumped to a suitable containment area/device on-shore for dewatering. The 12-inch diameter steel pile then will be installed into the socket and the larger diameter pile removed.

• Construct forms for cast-in-place concrete pile caps and construct caps. • Construct form for cast-in-place concrete deck and pour deck. • Install fendering system.

The pile supports for the two dolphins will be installed in the same manner as those for the pier. As with the pier decking, the dolphin blocks will be cast-in-place following the installation of the supporting piles. Although much of the pier construction will be conducted using land-based equipment, the contractor may also use barge-based equipment, depending on preference. In the event a construction barge is used at the project site, the contractor will be directed to anchor the barge within the Work Barge Staging Area depicted on Drawing C-04 using spud piles. Use of spud piles will allow the barge to float up and down with the tides and any wakes created by marine traffic. The spud piles will include a stop at an elevation that will preclude the bottom of the barge coming within 2.5 feet of the river bottom at any time. Warehouse Building The warehouse building will be constructed in accordance with conventional methods. Prior to initiation of disturbance of the warehouse site, haybales or coir log erosion berms will be placed around the construction area to demarcate the work area and prevent discharges of suspended soils and debris in stormwater from entering the waterway via sheet flow. All existing and proposed catch basins into which stormwater from the work area may flow, will be protected throughout the construction period with

Page 6 of 6

catch basin filters to prevent suspended solids and debris from entering the drainage system.

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Photograph 2. Existing Edge Conditions Looking West (2/7/17)

Photograph 3. Existing Edge Conditions Looking East (2/7/17)

Photograph 4. Existing Edge Conditions at North Face of Building (2/7/17)

Photograph 5. Existing Edge Conditions at Building Pier (2/7/17)

Photograph 6. Existing Edge Conditions East End of Site Looking West (5/27/20)

Photograph 7. Existing Edge Conditions East End of Site Looking East (5/27/20)

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Attachment 4 SEQRA Short Environmental Assessment Form

Page 1 of 3

Short Environmental Assessment Form Part 1 - Project Information

Instructions for Completing

Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information.

Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item.

Part 1 – Project and Sponsor Information

Name of Action or Project:

Project Location (describe, and attach a location map):

Brief Description of Proposed Action:

Name of Applicant or Sponsor: Telephone:

E-Mail:Address:

City/PO: State: Zip Code:

1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance,administrative rule, or regulation?

If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2.

NO YES

2. Does the proposed action require a permit, approval or funding from any other government Agency?If Yes, list agency(s) name and permit or approval:

NO YES

3. a. Total acreage of the site of the proposed action? __________ acres b. Total acreage to be physically disturbed? __________ acres c. Total acreage (project site and any contiguous properties) owned

or controlled by the applicant or project sponsor? __________ acres

4. Check all land uses that occur on, are adjoining or near the proposed action:

Rural (non-agriculture) Industrial Commercial Residential (suburban)

Aquatic Other(Specify):Agriculture

□ Urban

□ Forest

SEAF 2019

Parkland

Page 2 of 3

5. Is the proposed action,

a. A permitted use under the zoning regulations?

b. Consistent with the adopted comprehensive plan?

NO YES N/A

6. Is the proposed action consistent with the predominant character of the existing built or natural landscape?NO YES

7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area?

If Yes, identify: ________________________________________________________________________________

NO YES

8. a. Will the proposed action result in a substantial increase in traffic above present levels?

b. Are public transportation services available at or near the site of the proposed action?

c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposedaction?

NO YES

9. Does the proposed action meet or exceed the state energy code requirements?

If the proposed action will exceed requirements, describe design features and technologies:

_____________________________________________________________________________________________

_____________________________________________________________________________________________

NO YES

10. Will the proposed action connect to an existing public/private water supply?

If No, describe method for providing potable water: _________________________________________

_____________________________________________________________________________________________

NO YES

11. Will the proposed action connect to existing wastewater utilities?

If No, describe method for providing wastewater treatment: ______________________________________

_____________________________________________________________________________________________

NO YES

archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory?

NO YES

13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, containwetlands or other waterbodies regulated by a federal, state or local agency?

b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody?

If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________

_____________________________________________________________________________________________

_____________________________________________________________________________________________

NO YES

12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or districtwhich is listed on the National or State Register of Historic Places, or that has been determined by theCommissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on theState Register of Historic Places?

b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for

ATTACHMENT 5 FEMA FLOODPLAIN MAPS

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PREL

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l dr

aina

ge s

ourc

es o

f sm

all

size

. Th

e co

mmun

ity m

ap r

epos

itory

sho

uld

be

cons

ulte

d fo

r pos

sibl

e up

date

d or

add

ition

al fl

ood

haza

rd in

form

atio

n.

To o

btai

n m

ore

deta

iled

info

rmat

ion

in a

reas

whe

re B

ase

Flood

Elev

ation

s (B

FEs)

and

/or f

loodw

ays h

ave

been

det

erm

ined

, use

rs a

re e

ncou

rage

d to

con

sult

the

Floo

d Pr

ofile

s an

d Fl

oodw

ay D

ata

and/

or S

umm

ary

of S

tillw

ater

Ele

vatio

ns

tabl

es c

onta

ined

with

in t

he F

lood

Ins

uran

ce S

tudy

(FI

S) r

epor

t th

at a

ccom

pani

es

this

FIR

M.

Use

rs s

houl

d be

aw

are

that

BFE

s sh

own

on t

he F

IRM

rep

rese

nt

roun

ded

who

le-fo

ot e

leva

tions

. Th

ese

BFE

s ar

e in

tend

ed f

or f

lood

ins

uran

ce

ratin

g pu

rpos

es o

nly

and

shou

ld n

ot b

e us

ed a

s th

e so

le s

ourc

e of

flo

od

elev

atio

n in

form

atio

n. A

ccor

ding

ly,

flood

ele

vatio

n da

ta p

rese

nted

in

the

FIS

re

port

shou

ld

be

utili

zed

in

conj

unct

ion

with

th

e FI

RM

fo

r pu

rpos

es

of

cons

truct

ion

and/

or fl

oodp

lain

man

agem

ent.

CITY

OF,

NEW

YOR

KNE

W Y

ORK

LEGE

ND

!!

!!

!!

!!

!!

!!

!

!!

!!

!!

!!

!!

!!

!

!!

!!

!!

!!

!!

!!

!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

!!

8

7°07

'45'',

32°2

2'30

'' Ge

ograp

hic c

oordi

nates

refe

rence

d to

the N

orth

Ameri

can

Da

tum of

1983

(NAD

83),

Weste

rn He

misp

here

24

7600

0mN

10

00-m

eter U

nivers

al Tr

ansv

erse M

ercato

r grid

value

s, zo

ne

6

0000

0 FT

D

X55

10 [

Benc

h ma

rk (se

e exp

lanati

on in

Note

s to U

sers

sectio

n of

this

FIRM

pane

l)

M1.

5

River

Mile

23

23

A

#

A

SPEC

IAL

FLOO

D HA

ZARD

AREA

S SUB

JECT

TO

INUN

DATIO

N BY

THE 1

% AN

NUAL

CHA

NCE F

LOOD

Th

e 1%

annu

al flo

od (1

00-ye

ar flo

od),

also

know

n as

the b

ase fl

ood,

is the

floo

d tha

t has

a 1%

ch

ance

of b

eing

equa

led o

r exce

eded

in a

ny gi

ven

year.

The

Spe

cial F

lood H

azard

Are

a is t

he

area s

ubjec

t to

flood

ing b

y the

1%

annu

al ch

ance

flood

. Ar

eas o

f Spe

cial F

lood

Haza

rd inc

lude

Zone

s A, A

E, AH

, AO,

AR, A

99, V

, and

VE. T

he Ba

se Fl

ood E

levati

on is

the w

ater-s

urfac

e elev

ation

of

the 1%

annu

al ch

ance

flood

.

No B

ase Fl

ood E

levati

ons d

eterm

ined.

Base

Floo

d Elev

ation

s dete

rmine

d. Flo

od d

epths

of

1 to

3 fee

t (us

ually

area

s of

pond

ing);

Base

Flood

Ele

vatio

ns de

termi

ned.

Flood

depth

s of 1

to 3

feet (

usua

lly sh

eet fl

ow on

slop

ing te

rrain)

; ave

rage

depth

s de

termi

ned.

For

areas

of

alluv

ial f

an f

loodin

g, ve

locitie

s als

o de

termi

ned.

Spec

ial Fl

ood H

azard

Area

form

erly p

rotec

ted fr

om th

e 1%

annu

al ch

ance

flo

od b

y a flo

od co

ntrol

system

that

was s

ubse

quen

tly d

ecert

ified.

Zon

e AR

indic

ates

that t

he fo

rmer

flood

con

trol s

ystem

is b

eing

restor

ed t

o pro

vide p

rotec

tion f

rom th

e 1%

annu

al ch

ance

or gr

eater

flood

. Are

a to

be p

rotec

ted fr

om 1

% an

nual

chanc

e flo

od b

y a

Fede

ral fl

ood

protec

tion

syste

m un

der

cons

tructi

on;

no

Base

Flo

od

Eleva

tions

de

termi

ned.

Coas

tal fl

ood

zone

with

velo

city

haza

rd (w

ave

actio

n); n

o Ba

se F

lood

Eleva

tions

deter

mine

d. Co

astal

floo

d zo

ne w

ith v

elocit

y ha

zard

(wav

e act

ion);

Base

Floo

d

Eleva

tions

deter

mine

d.

FLOO

DWAY

AREA

S IN

ZONE

AE

The f

loodw

ay is

the c

hann

el of

a stre

am pl

us an

y adja

cent

flood

plain

areas

that

must

be ke

pt fre

e of

encro

achm

ent s

o tha

t the

1% an

nual

chan

ce flo

od ca

n be c

arried

with

out s

ubsta

ntial

increa

ses

in flo

od he

ights.

Cross

secti

on lin

e Tra

nsec

t line

Cu

lvert,

Flume

, Pen

stock

or Aq

uedu

ct Ro

ad or

Rail

road B

ridge

Footb

ridge

OTHE

R FLO

OD AR

EAS

Ar

eas o

f 0.2%

annu

al ch

ance

flood

; area

s of 1

% an

nual

chan

ce flo

od w

ith

avera

ge de

pths o

f less

than 1

foot

or wi

th dra

inage

area

s les

s tha

n 1 sq

uare

mile;

and a

reas p

rotec

ted by

leve

es fr

om 1%

annu

al ch

ance

flood

.

OTHE

R ARE

AS

Area

s dete

rmine

d to b

e outs

ide th

e 0.2%

annu

al ch

ance

flood

plain.

Area

s in w

hich f

lood h

azard

s are

unde

termi

ned,

but p

ossib

le.

COA

STAL

BARR

IER RE

SOUR

CES S

YSTE

M (C

BRS)

AREA

S

OTHE

RWISE

PROT

ECTE

D ARE

AS (O

PAs)

CB

RS ar

eas a

nd O

PAs a

re no

rmally

loca

ted w

ithin

or ad

jacen

t to S

pecia

l Floo

d Haz

ard A

reas.

1% an

nual

chan

ce flo

odpla

in bo

unda

ry 0.2

% an

nual

chan

ce flo

odpla

in bo

unda

ry Flo

odwa

y bou

ndary

Zo

ne D

boun

dary

CBRS

and O

PA bo

unda

ry Bo

unda

ry div

iding

Sp

ecial

Flood

Ha

zard

Area

Zon

es an

d

boun

dary

dividi

ng S

pecia

l Floo

d Ha

zard

Areas

of dif

feren

t Bas

e Flo

od El

evati

ons,

flood

depth

s or f

lood v

elocit

ies.

Limit o

f Mod

erate

Wave

Actio

n Ba

se Fl

ood E

levati

on lin

e and

value

; elev

ation

in fe

et*

Base

Floo

d Ele

vatio

n va

lue w

here

unifo

rm w

ithin

zone

; elev

ation

in

feet*

#

# #

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

ZONE

A

ZONE

AE

ZONE

AH

ZONE

AO

ZONE

AR

ZONE

A99

ZONE

VE

ZONE

V

#

# #

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

ZONE

X

ZONE

X

ZONE

D

#

# #

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

#

# #

#

#

(EL

987)

# # # # #

# #

# #

# # # # # #

513

i

i

e

e

Coas

tal B

ase

Floo

d El

evat

ions

sho

wn

on th

is m

ap a

pply

onl

y la

ndw

ard

of

0.0'

Nor

th A

mer

ican

Ver

tical

Dat

um o

f 19

88 (

NA

VD 8

8).

Use

rs o

f th

is F

IRM

sh

ould

be

awar

e th

at c

oast

al fl

ood

elev

atio

ns a

re a

lso

prov

ided

in th

e Su

mm

ary

of

Still

wat

er E

leva

tions

ta

bles

in

the

Floo

d In

sura

nce

Stu

dy

repo

rt fo

r th

is

juris

dict

ion.

Ele

vatio

ns s

how

n in

the

Sum

mar

y of

Stil

lwat

er E

leva

tions

tab

les

shou

ld b

e us

ed f

or c

onst

ruct

ion

and/

or f

lood

plai

n m

anag

emen

t pu

rpos

es w

hen

they

are

hig

her t

han

the

elev

atio

ns s

how

n on

this

FIR

M.

Bou

ndar

ies

of t

he flo

odwa

ys w

ere

com

pute

d at

cro

ss s

ectio

ns a

nd in

terp

olat

ed

betw

een

cros

s se

ctio

ns.

The

flood

way

s w

ere

base

d on

hyd

raul

ic c

onsi

dera

tions

w

ith re

gard

to r

equi

rem

ents

of t

he N

atio

nal F

lood

Ins

uran

ce P

rogr

am. F

lood

way

w

idth

s an

d ot

her

pert

inen

t flo

odw

ay d

ata

are

prov

ided

in th

e Fl

ood

Insu

ranc

e S

tudy

rep

ort f

or th

is ju

risdi

ctio

n.

Cer

tain

are

as n

ot i

n S

peci

al F

lood

Haz

ard

Area

s m

ay b

e pr

otec

ted

by fl

ood

cont

rol s

truct

ures

. R

efer

to

Sec

tion

2.4

"Flo

od P

rote

ctio

n M

easu

res"

of

the

Floo

d In

sura

nce

Stud

y re

port

for

info

rmat

ion

on f

lood

con

trol s

truc

ture

s fo

r th

is

juris

dict

ion.

Th

e pr

ojecti

on u

sed

in t

he p

repa

ratio

n of

this

map

was

New

Yor

k Lo

ng I

slan

d S

tate

Pla

ne F

IPS

ZON

E 3

104.

The

hor

izont

al da

tum

was

NA

D 8

3, G

RS8

0 sp

hero

id. D

iffer

ence

s in

dat

um, s

pher

oid,

pro

ject

ion

or S

tate

Pla

ne z

ones

use

d in

th

e pr

oduc

tion

of F

IRM

s fo

r ad

jace

nt ju

risdi

ctio

ns m

ay r

esul

t in

slig

ht p

ositi

onal

di

ffere

nces

in m

ap fe

atur

es a

cros

s ju

risdi

ctio

n bo

unda

ries.

The

se d

iffer

ence

s do

no

t affe

ct th

e ac

cura

cy o

f thi

s FI

RM

. Fl

ood

elev

atio

ns o

n th

is m

ap a

re r

efer

ence

d to

the

Nor

th A

mer

ican

Ver

tical

D

atum

of

1988

. Th

ese

flood

ele

vatio

ns m

ust

be c

ompa

red

to s

truct

ure

and

grou

nd e

leva

tions

re

fere

nced

to

the

sa

me

verti

cal d

atum.

For

inf

orm

atio

n re

gard

ing

conv

ersi

on b

etw

een

the

Nat

iona

l Geo

detic

Ver

tical

Dat

um o

f 192

9 an

d th

e N

orth

Am

eric

an V

ertic

al D

atum

of

1988

, vi

sit

the

Nat

iona

l G

eode

tic

Sur

vey

web

site

at

http

://w

ww

.ngs

.noa

a.go

v or

con

tact

the

Nat

iona

l G

eode

tic

Sur

vey

at th

e fo

llow

ing

addr

ess:

N

GS

Info

rmat

ion

Ser

vice

s N

OA

A, N

/NG

S12

Nat

iona

l Geo

detic

Sur

vey

SSM

C-3

, #92

02

1315

Eas

t-Wes

t Hig

hway

S

ilver

Spr

ing,

Mar

ylan

d 20

910-

3182

(3

01) 7

13-3

242

To o

btai

n cu

rrent

ele

vatio

n, d

escr

iptio

n, a

nd/o

r lo

catio

n in

form

atio

n fo

r be

nch

mar

ks s

how

n on

this

map

, pl

ease

con

tact

the

Inf

orm

atio

n S

ervi

ces

Bra

nch

of t

he N

atio

nal

Geo

detic

Sur

vey

at (

301)

713-3

242,

or v

isit

its w

ebsi

te a

t ht

tp://

ww

w.n

gs.n

oaa.

gov.

Ba

se m

ap in

form

atio

n sh

own

on th

is F

IRM

was

pro

vide

d in

dig

ital f

orm

at b

y th

e D

epar

tmen

t of I

nfor

mat

ion

Tech

nolo

gy a

nd T

elec

omm

unic

atio

n, C

ity o

f New

Yor

k (D

oITT

). T

his

info

rmat

ion

was

der

ived

fro

m d

igita

l or

thop

hoto

s pr

oduc

ed a

t a

scal

e of

1:1

,200

with

2-fo

ot p

ixel

reso

lutio

n fr

om p

hoto

grap

hy d

ated

Apr

il 20

08.

Th

is m

ap re

flect

s m

ore

deta

iled

and

up-to

-dat

e str

eam

chan

nel c

onfig

urati

ons

than

tho

se s

how

n on

the

prev

ious

FIR

M fo

r th

is ju

risdi

ctio

n. T

he fl

oodp

lain

s an

d flo

odw

ays

that

wer

e tra

nsfe

rred

from

the

prev

ious

FIR

M m

ay h

ave

been

adj

uste

d to

con

form

to

thes

e ne

w s

trea

m c

hann

el c

onfig

urat

ions

. A

s a

resu

lt, t

he F

lood

P

rofil

es a

nd F

lood

way

Dat

a ta

bles

in t

he F

lood

Ins

uran

ce S

tudy

Rep

ort

(whi

ch

cont

ains

aut

horit

ativ

e hy

drau

lic d

ata)

may

ref

lect

stre

am c

hann

el d

ista

nces

tha

t di

ffer f

rom

wha

t is

show

n on

this

map

. Co

rpor

ate lim

its s

how

n on

this

map

are

bas

ed o

n th

e be

st d

ata

avai

labl

e at

the

time

of p

ublic

atio

n. B

ecau

se c

hang

es d

ue to

ann

exat

ions

or d

e-an

nexa

tions

may

ha

ve

occu

rred

af

ter

this

m

ap

was

pu

blis

hed,

m

ap

user

s sh

ould

co

ntac

t ap

prop

riate

com

mun

ity o

ffici

als

to v

erify

cur

rent

cor

pora

te li

mit

loca

tions

. P

leas

e re

fer

to t

he s

epar

atel

y pr

inte

d Ma

p Ind

ex fo

r an

ove

rvie

w m

ap o

f th

e co

unty

sho

win

g th

e la

yout

of m

ap p

anel

s; c

omm

unity

map

repo

sito

ry a

ddre

sses

; an

d a

List

ing

of C

omm

uniti

es ta

ble

cont

aini

ng N

atio

nal F

lood

Insu

ranc

e P

rogr

am

date

s fo

r ea

ch c

omm

unity

as

wel

l as

a l

istin

g of

the

pan

els o

n w

hich

each

co

mm

unity

is lo

cate

d.

The

AE Z

one

cate

gory

has

bee

n di

vide

d by

a Li

mit o

f Mod

erate

Wav

e Ac

tion

(LiMW

A). T

he L

iMW

A re

pres

ents

the

appr

oxim

ate

land

war

d lim

it of

the

1.5

- fo

ot

brea

king

wav

e. T

he e

ffect

s of

wav

e ha

zard

s be

twee

n th

e V

E Zo

ne a

nd t

he

LiM

WA

(or

betw

een

the

shor

elin

e an

d th

e Li

MW

A fo

r are

as w

here

VE

Zon

es a

re

not i

dent

ified

) will

be s

imila

r to,

but

less

sev

ere

than

thos

e in

the

VE

Zon

e.

For

info

rmat

ion

on a

vaila

ble

prod

ucts

ass

ocia

ted

with

thi

s FI

RM

vis

it th

e Ma

p Se

rvice

Cen

ter (M

SC) w

ebsi

te a

t ht

tp://

msc

.fem

a.go

v. A

vaila

ble

prod

ucts

may

in

clud

e pr

evio

usly

iss

ued

Lette

rs o

f M

ap C

hang

e, a

Flo

od I

nsur

ance

Stu

dy

Rep

ort,

and/

or d

igita

l ve

rsion

s of

thi

s m

ap.

Man

y of

the

se p

rodu

cts

can

be

orde

red

or o

btai

ned

dire

ctly

from

the

MS

C w

ebsi

te.

If yo

u ha

ve q

uesti

ons

abou

t this

map

, ho

w to

ord

er p

rodu

cts

or t

he N

atio

nal

Floo

d In

sura

nce

Pro

gram

in

gene

ral,

plea

se c

all

the

FEM

A M

ap I

nfor

mat

ion

eXch

ange

(FM

IX)

at 1

-877-F

EMA-

MAP

(1-8

77-3

36-2

627)

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ATTACHMENT 6 WRP POLICY 6.2 – FLOOD ELEVATION WORKSHEET

ATTACHMENT 7 PLANS AND DRAWINGS

\\geiconsulta B:\Working\UHAUL STATEN ISLAND NY\2000694 U-Haul Pier and Revetment\00_CAD\Design\Working\G-01 COVER.dwg - 6/11/2020

STATE or COUNTY MAP(NOT TO SCALE)

SITE LOCATION MAP(NOT TO SCALE)

SHORELINE REVETMENT RESTORATION & NEW T-PIER

U-HAUL OF STATEN ISLANDAPRIL 2020

June 16, 2020

SITE

SOURCE:{GOOGLE EARTH}

SOURCE:{GOOGLE EARTH}

PREPARED FOR:

U-HAUL7 NORTH STREET

STATEN ISLAND, NY 10302

Consultants

PREPARED BY:

GEI CONSULTANTS, INC.124 GROVE STREET, SUITE 300

FRANKLIN, MA 02038(774)227-6001

PRELIMINARYDWG. NO.

G-01SHEET NO.

01 of 16

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATEDHEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THEPROPERTY OF GEI CONSULTANTS AND IS NOT TO BE USED, IN WHOLEOR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTENAUTHORIZATION OF GEI CONSULTANTS.

SITE

NO. DATE ISSUE/REVISION APP

0

\\geiconsulta B:\Working\UHAUL STATEN ISLAND NY\2000694 U-Haul Pier and Revetment\00_CAD\Design\Working\G-02 NOTES.dwg - 5/19/2020

U-Haul of Staten Island7 North Street

Staten Island, NY 10302

GEI Project 2000694

If this scale bardoes not measure1" then drawing isnot original scale.

Attention: New Pier & Revetment ReconstructionStaten Island, NY

Consultants

0 1"

PreliminaryDesigned:

Checked:

Drawn:

DJC

DJC

JSF

Approved By: -GENERAL NOTES

DWG. NO.

SHEET NO.

02 of 16

G-02

DESIGN CRITERIA

WHARF DECK LOADINGUNIFORM DISTRIBUTED LIVE LOAD 250 PSF

HS20 TRUCK 32 KIPS PER AXLE

FORKLIFT 5.6 KIP WHEEL LOAD11.2 KIPS/AXLE INCL. 10% IMPACT70 SQ. IN. WHEEL AREA65 IN WHEEL BASE

SNOW LOAD 17 PSF

WIND LOADBASE WIND SPEED 115 MPH

SEISMIC LOADS (WATERSIDE) SITE CLASS BSs 0.283S1 0.059SDS 0.170SD1 0.031

DESIGN VESSEL 100 FT LOA20 FT BEAM5 FT DESIGN DRAFT2,000 LT DISPLACEMENT

FENDER DESIGN (CONE FENDER)BERTHING FORCE 135 KIPS (MAX REACTION)PROPOSED FENDER DEPTH 2' - 8"BERTHING ANGLE 15 DEGREESBERTHING VELOCITY 1.5 FT / SEC

MOORING FORCES DESIGN WIND SPEED 40 MPHWIND SPEED 40 KTS WAVE HT = 2 FT, PERIOD = 3 SECCURRENT 2.7 KTS PARALLEL TO BERTHMIN DEPTH AT BERTH 5 FTMIN BOLLARD CAPACITY 50 TONS PER BOLLARD

JIB CRANELIFTING ARM LENGTH 30 FTRATED CAPACITY 2 TONSVERTICAL IMPACT FACTOR 25%LATERAL IMPACT FACTOR 20%LONGITUDINAL IMPACT FACTOR 10%

MEAN LOWER LOW WATER

DATUM SKETCH(NOT TO SCALE)

MTL

-2.51NAVD'88 EL. 0.0 (THIS PLAN)

MEAN LOW WATER

0.02

-2.72

MHW

MHHW

2.47

2.79

HTL

4.62

* BASED ON 1983-2001 EPOCH

ABBREVIATION ITEM(TYP.) TYPICALAPPROX. APPROXIMATEBF BOTTOM FACEBFP BACKFLOW PREVENTERCF CUBIC FOOTCFS CUBIC FOOT PER SECONDCIP CAST IN PLACECJ CONSTRUCTION JOINTCLDI CEMENT LINED DUCTILE IRON PIPECLR. CLEARCMU CONCRETE MASONRY UNITCONC. CONCRETEDGAB DENSE GRADE AGGREGATE BASEDIA. DIAMETEREF EACH FACEEJ EXPANSION JOINTEL. ELEVATIONEMB. EMBEDMENTES EQUALLY SPACEDEXT. EXISTINGFT FEETHDG HOT DIP GALVANIZEDHTL HIGH TIDE LINEID INSIDE DIAMETERISS IN-SITU SOLIDIFICATIONLBS POUNDSLD STRAIGHT BAR DEVELOPMENT LENGTHLDH BAR DEVELOPMENT W/ STD. HOOKLG. LONGLOA LENGTH OVERALLLONG. LONGITUDINALLS CLASS B LAP SPLICEMAX. MAXIMUMMHHW MEAN HIGHER HIGH WATERMHW MEAN HIGH WATERMIN. MINIMUMMLLW MEAN LOWER LOW WATERMLW MEAN LOW WATERNIC NOT IN CONTRACTNOM. NOMINALLYNTP NOTICE TO PROCEEDNTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETERPSF POUNDS PER SQUARE FOOTR & D REMOVE & DISPOSER & S REMOVE & STORERCP REINFORCED CONCRETE PIPEREIN. REINFORCEMENTREQ'D REQUIREDRR RAILROADSF SQUARE FEETSS STAINLESS STEELSSP SHIP TO SHORE POWERST. STRAIGHTSTD. STANDARDSTS SHIP TO SHORET&B TOP & BOTTOMTEU TWENTY FOOT EQUIVALENT UNITTF TOP FACETHK. THICKTRAN. TRANSVERSEUHMW ULTRA HIGH MOLECULAR WEIGHTUNO UNLESS NOTED OTHERWISEVIF VERIFY IN FIELDW/ WITHYD3 CUBIC YARDS

UNDERGROUND DRAIN LINEUNDERGROUND ELECTRIC LINEUNDERGROUND SEWER LINE

UNDERGROUND TELEPHONE LINEUNDERGROUND WATER LINE

CONCRETE POSTMETAL POST

SPOT ELEVATION

CHAIN LINK FENCE

RIM ELEVATIONINVERT ELEVATION

LEGEND

GAS SHUT-OFFWATER SHUT-OFF

WATER MANHOLE

GAS GATE

CATCH BASINDRAIN MANHOLEELECTRIC MANHOLESEWER MANHOLE

WATER VALVE

FIRE HYDRANTLIGHT POLE

BENCH MARKBORING

EXPANSION JOINTFIRE SUPPRESSION SYSTEM

FIRE SUPPRESSION STANDPIPE

FEMA FLOOD ZONE BOUNDARYLIMIT OF PHASING

TEST PITSDIAMETERØCENTERLINEPLATEWRAPPED PILENON-FUNCTIONAL PILES

DB DEBRIS BOOMBARRIER CURTAIN

UNDERGROUND STORM DRAIN LINESD

I

C

E

PROPOSED MONITORING WELLHIGH MAST LIGHT

LIMIT OF CONSTRUCTIONSF SILT FENCE

ELEVID

ID

TABLE OF CONTENTS

G-001 COVER SHEETG-002 GENERAL NOTESG-003 GENERAL NOTESB-001 BORING LOCATION PLANB-002 BORING LOGS - IB-003 BORING LOGS - IIB-004 BORING LOGS - IIIC-001 EXISTING CONDITIONS PLANC-002 DEMOLITION PLANC-003 PROPOSED CONDITIONSC-004 PHASING & STAGING PLANC-005 PILE LAYOUT PLANC-006 PRECAST PLANK LAYOUT PLANC-301 REVETMENT SECTIONSC-302 PIER SECTIONSC-501 PIER DETAILS - IC-502 PIER DETAILS - IIC-503 JOB CRANE DETAILSC-504 FENDER AND BOLLARD DETAILSC-505 MOORING DOLPHIN DETAILSC-506 MISCELLANEOUS DETAILS

℄PL

NO. DATE ISSUE/REVISION APP

0

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U-Haul of Staten Island7 North Street

Staten Island, NY 10302

GEI Project 2000694

If this scale bardoes not measure1" then drawing isnot original scale.

Attention: New Pier & Revetment ReconstructionStaten Island, NY

Consultants

0 1"

PreliminaryDesigned:

Checked:

Drawn:

DJC

DJC

JSF

Approved By: -GENERAL NOTES

DWG. NO.

SHEET NO.

03 of 16

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OSHA REQUIREMENTS:1. PURSUANT TO M.G.L. c.30, §39S, ANY PERSON SIGNING A CONTRACT TO WORK ON A PUBLIC BUILDING OR PUBLIC WORKS

PROJECT ESTIMATED TO COST MORE THAN $10,000, MUST CERTIFY UNDER THE PAINS AND PENALTIES OF PERJURY THATALL EMPLOYEES EMPLOYED ON THE WORKSITE, OR IN WORK SUBJECT TO THE BID, HAVE SUCCESSFULLY COMPLETED ATLEAST TEN HOURS OF OSHA APPROVED TRAINING. PROOF OF OSHA CERTIFICATION OF ALL WORKERS ONSITE WILL BEREQUIRED BY MASSPORT PRIOR TO THE START OF WORK.

SURVEY CONTROL AND BASELINES:1. ELEVATIONS SHOWN ARE IN FEET AND TENTHS BASED ON MEAN LOWER LOW WATER (MLLW) DATUM. SEE TIDAL DATUM

FOR GRAPHIC DATUM CONVERSIONS: NEGATIVE VALUES REPRESENT DEPTHS BELOW MLLW.2. CONTROL POINTS ARE SHOWN ON DRAWING C-01. CONTRACTOR SHALL PROTECT AND MAINTAIN SURVEY CONTROL FOR

DURATION OF PROJECT. CONTRACTOR SHALL RE-ESTABLISH ANY DAMAGED CONTROL POINTS AT NO ADDITIONAL COSTTO THE AUTHORITY.

CODES: (LATEST EDITION AS OF 2017)

1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)2. AMERICAN WELDING SOCIETY (AWS)3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)4. AISC STEEL CONSTRUCTION MANUAL 14TH EDITION5. AMERICAN CONCRETE INSTITUTE (ACI-318)6. CONCRETE REINFORCING STEEL INSTITUTE (CRSI)7. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC)8. AMERICAN WOOD COUNCIL9. NEW YORK STATE BUILDING CODE10. PIANC - GUIDELINES FOR THE DESIGN OF FENDER SYSTEMS: 2002SITE ACCESS AND STAGING AREAS:1. CONTRACTORS STAGING AREA SHALL BE LOCATED WITHIN THE PROJECT LIMITS AS SHOWN ON SHEET 8.2. CONTRACTOR TO MAINTAIN A MINIMUM 2-WAY TRAVEL LANE THROUGH PROJECT SITE. AREA SHALL BE KEPT CLEAR AT ALL

TIMES UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE ENGINEER.3. NO MATERIALS OR EQUIPMENT SHALL BE STORED OUTSIDE OF SPECIFIED STAGING AREA UNLESS APPROVED BY

ENGINEER.4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY. CONTRACTOR SHALL PROVIDE PUBLIC SAFETY.

THE FENCING AROUND PERIMETER OF WORK AREA AND STAGING AREA TO PREVENT PUBLIC ACCESS AND PROVIDEPUBLIC SAFETY. THE FENCE SHALL BE A MINIMUM OF 6' HIGH AND CONSTRUCTED OF GALVANIZED STEEL CHAIN LINK WITHPOST AT 8' ON CENTER. FENCE SHALL BE SUPPORTED BY CONCRETE BLOCKS TO RECEIVE POSTS.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SAFETY. ALL CONSTRUCTION ACTIVITY SHALL BE IN ACCORDANCE WITHOSHA STANDARDS AND LOCAL AND STATE REGULATION.

SITE PREPARATION:1. CONTRACTOR SHALL INSTALL ALL SIGNAGE PRIOR TO INITIATION OF CONSTRUCTION ACTIVITIES INCLUDING OWNER

PROJECT SIGNAGE, DEP FILE NUMBER, FEDERAL AND STATE MANDATED WORK PLACE SIGNAGE.2. CONTRACTOR SHALL HAVE IN-PLACE TRASH AND SANITARY FACILITIES FOR THE WORK PLACE.3. EXISTING STRUCTURES AND AMENITIES WITHIN THE PROXIMITY OF THE WORK SHALL BE PROTECTED TO PREVENT

ACCIDENTAL DAMAGE BY CONSTRUCTION ACTIVITIES.4. DISCOVERY OF INCONSISTENT SITE INFORMATION OR CONDITIONS SHALL BE IMMEDIATELY CONVEYED TO THE OWNER

AND ENGINEER PRIOR TO COMMENCING OR CONTINUING CONSTRUCTION.5. THE CONTRACTOR SHALL NOTIFY DIG-SAFE PRIOR TO COMMENCING ANY WORK ON SITE.6. LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY EXACT

LOCATION OF UTILITIES AS MAY BE REQUIRED. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALLDAMAGES OCCURRING AS A RESULT OF THE CONTRACTORS FAILURE TO LOCATE AND PROTECT UNDERGROUND UTILITIES.ALL REPAIRS SHALL BE MADE AT THE CONTRACTORS EXPENSE.

7. CONTRACTOR SHALL MAINTAIN AND PROTECT ALL EXISTING UTILIZES AND DAMAGE AT ALL TIMES. THE CONTRACTORSHALL REPAIR ANY DAMAGE AND RESTORE TO THE PRE-EXISTING CONDITIONS AT NO COST TO THE OWNER.

8. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND BE RESPONSIBLE FOR PAYING ANY FEES OR COSTS FORE ANYPOLE OR UTILITY ALTERATION OR RELOCATION.

9. CONTRACTOR SHALL SUPPLY AND INSTALL APPROVED FILTER FABRIC IN CATCH BASIN AND COVER AS REQUIRED TOPREVENT CONSTRUCTION RELATED FILL OR OTHER MATERIAL FALLING INTO CATCH BASIN.

10. CONTRACTOR SHALL CLEAN OUT ALL CATCH BASIN AND OTHER DRAINAGE STRUCTURES ON COMPLETION OF WORK.11. CONTRACTOR SHALL SUPPLY ALL NECESSARY TEMPORARY UTILITIES FOR CONSTRUCTION INCLUDING WATER, POWER,

LIGHTENING, DATA AND TELEPHONE.12. CONTRACTOR SHALL READ AND UNDERSTAND ALL REGULATORY CONDITIONS ASSOCIATED WITH THE PROJECT AND SHALL

COMPLY WITH ALL ENVIRONMENTAL REQUIREMENTS AND PERMIT CONDITIONS.13. CONTRACTOR SHALL CONFINE ALL OTHER TEMPORARY STOCKPILES OF EXCAVATED MATERIAL OR IMPORTED FILL USING

HAY BALES AND FILTER FABRIC IN CONFORMANCE WITH HASP AND SMP.14. CONTRACTOR SHALL PROVIDE A CONFINED CONCRETE TRUCK WASHDOWN AREA AT A LOCATION TO BE PROVIDED BY THE

ENGINEER. WASHDOWN AREA SHALL INCLUDE PROTECTION OF PAVEMENT, A PERIMETER WALL AND A FILTER FABRIC LINE.NO RUNOFF CONTAINING CEMENT OR OTHER SUSPENDED SOLIDS WILL BE PERMITTED. ALL MATERIALS SHALL BECOMPLETELY REMOVED OR COMPLETION OD CONSTRUCTION AND DISPOSED OF AT AN APPROVED DISPOSAL LOCATION.

EARTHWORK:1. EARTHWORK MATERIALS SHALL MEET THE FOLLOWING STANDARDS:

- ORDINARY BORROW SHALL BE EXISTING GRANULAR SOIL FOR REUSE WITH MAXIMUM 4" STONE SUBJECT TO APPROVALBY THE ENGINEER AS PER THE SPECIFICATION.

- SUBBASE SHALL COMPLY WITH NYSDOT STANDARD SPECIFICATION, SECTION 700, TABLE 733-04A TYPE 1.- SELECT GRANULAR FILL SHALL COMPLY WITH NYSDOT STANDARD SPECIFICATION, SECTION 700, 733-10.- REVETMENT UNDERLAYER STONE SHALL BE 3" TO 6" STONE- ARMORSTONE SHALL HAVE A MINIMUM SIZE OF 2' AND A MINIMUM WEIGHT OF 1 TON

CONCRETE:1. ALL REINFORCEMENT SHALL BE NEW DEFORMED STEEL BARS, GRADE 60 CONFORMING TO ASTM A615, EPOXY-COATING

CONFORMING TO ASTM A775/A775M.2. REINFORCEMENT ACCESSORIES SHALL BE DIELECTRIC COATED STEEL OR APPROVED PLASTIC.3. ALL CONCRETE EXCEPT TREMIE CONCRETE SHALL HAVE THE FOLLOWING SPECIFICATIONS:

- MINIMUM COMPRESSIVE STRENGTH: 5,000 PSI AT 28 DAYS- AIR ENTRAINMENT SHALL BE MAINTAINED AT 5% - 7%- MAXIMUM SIZE OF AGGREGATE SHALL BE ¾ INCH- WATER TO CEMENT RATIO SHALL BE 0.40- CEMENT SHALL MEET ASTM C150, TYPE II- MIN. CEMENT PER CY SHALL BE 660 LBS- MAX CEMENT REPLACEMENT AS PER SPECIFICATION

4. GROUT SHALL BE A HIGH STRENGTH, NON-SHRINK GROUT WITH SALTWATER RESISTANCE.5. CONCRETE COVER SHALL BE A MINIMUM OF 3" UNLESS NOTED OTHERWISE6. ALL EXPOSED EDGES OF CONCRETE AT COLD JOINTS SHALL HAVE A ROUGHENED FINISH AND BE COATED WITH EPOXY

BONDING AGENT PRIOR TO CASTING ADJACENT POUR.7. PROVIDE A MINIMUM OF 1" CLEAR DISTANCE BETWEEN REBAR AND FACE OF EMBEDDED PILES8. PROVIDE 1" CHAMFER ON ALL EXPOSED EDGES UNLESS NOTED OR DIRECTED OTHERWISE.9. ALL CONSTRUCTION JOINTS SHALL BE ROUGHENED PRIOR TO ADJACENT CONCRETE POUR.10. ALL TOP SURFACES OF DECK SHALL BE BROOM FINISH.

- REIN DEVELOPMENT AND LAP SPLICE LENGTHS SHALL BE AS SHOWN IN TABLE BELOW:

STRUCTURAL STEEL AND MISCELLANEOUS METALS:1. STRUCTURAL STEEL SHALL BE DESIGNED IN ACCORDANCE WITH AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND

ERECTION OF STRUCTURAL STEEL FOR BUILDINGS2. STEEL SHALL CONFORM TO THE FOLLOWING ASTM GRADES:

- STEEL PIPE PILES SEE BELOW- HOLLOW TUBE A-500, GRADE B- HIGH STRENGTH BOLTS F3125, GRADE A325-ALL OTHER STRUCTURAL STEEL A592 GRADE 50 (Fy - 50 KSI) UNO

3. WELDING SHALL CONFORM TO AWS- WELDING ELECTRODES AWS E70XX

4. ALL NEW STEEL HARDWARE AND FABRICATIONS SHALL BE HOT DIPPED GALVANIZED AND CONFORM TO ASTM A-123AND/OR A-153 UNLESS OTHERWISE NOTED.

5. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS SHOWN ON THE PLANS WITH THE VARIOUS TRADES, SIZE OFUNITS AND EXISTING CONDITIONS BEFORE DETAILING AND FABRICATING STEEL.

6. STAINLESS STEEL SHALL BE SERIES 300, TYPE 316 UNLESS OTHERWISE NOTED.STEEL PIPE PILES:1. STEEL PIPE PILES SHALL CONFORM TO ASTM A252, GRADE 3 FY 50 KSI AND THE FOLLOWING:A. VERTICAL PILES:

- 12.75"Ø W/ 0.625" WALL- ULTIMATE WORKING LOAD 185 TONS COMPRESSION (FS = 2.5)

B. BATTER PILES:- 12.75"Ø W/ 0.625" WALL- ULTIMATE WORKING LOAD 435 TONS COMPRESSION (FS = 2.5)

MARINE FENDERS:1. THE FENDER SYSTEM SHALL BE DESIGNED TO ABSORB 100% OF THE VESSEL DESIGN ENERGY ON ONE FENDER UNIT

WITHOUT THE HULL OF THE VESSEL MEETING THE FACE OF THE WHARF.2. EACH PROPOSED FENDER UNIT SHALL INCLUDE: UHMW FACED STEEL PANEL; MARINE CONE FENDERS; CHAINS, SHACKLES

AND TENSIONERS; AND ASSOCIATED ANCHORAGES AND ATTACHMENTS TO CONCRETE.

3. FENDERS & PANELS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.4. CHAIN REQUIREMENTSA. TENSION CHAINS:

- MINIMUM BREAKING LOAD OF 150 KIPSB. SHEAR CHAINS:

- MINIMUM BREAKING LOAD OF 150 KIPSC. WEIGHT CHAINS:

- MINIMUM BREAKING LOAD OF 150 KIPS5. CHAIN TENSIONERS:

- BREAKING LOAD OF 90% ±5% OF CHAIN BREAKING LOAD.6. CHAIN SHACKLES:

- BREAKING LOAD OF 80% ±5% OF CHAIN BREAKING LOAD.- ALL EMBEDDED CONCRETE ANCHORS AND/OR PAD EYES SHALL BE DESIGNED FOR MINIMUM BREAKING STRENGTH OF

THE ATTACHED CHAIN.7. ALL FASTENERS AND FENDER HARDWARE SHALL BE HOT DIP GALVANIZED UNLESS NOTED OTHERWISE.MARINE HARDWARE:1. MOORING BOLLARDS SHALL BE NEW AND 200 TON CAPACITY AS SHOWN ON THE DRAWINGS.A. 50 TON BOLLARD SHALL BE T-HEAD BOLLARD MT-50.

- HEIGHT: 16”- BASE WIDTH: 25”- WIDTH AT HORNS: 20”- MIN. X- XX” ANCHOR BOLTS

B. ALL BOLLARDS SHALL BE RECESSED INTO CONCRETE AND GROUTED INTO PLACE.C. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GRADE 55.EPOXY ANCHORS:1. ANCHOR ROD, WASHERS AND NUTS SHALL CONFORM TO ASTM F1554, GRADE 55 AND SHALL BE HOT DIPPED GALVANIZED.2. THE MINIMUM EDGE DISTANCE AND MINIMUM SPACING FOR ALL ANCHORS SHALL BE 6 BOLT DIAMETERS.3. ALL HOLES SHALL BE DRILLED TO THE RECOMMENDED DIAMETER PER MANUFACTURERS REQUIREMENTS USING CARBIDE

DRILL BITS MEETING ANSI B212.5-1994.4. HOLES SHALL BE BRUSHED WITH NYLON BRUSH AND BLOWN CLEAN USING OIL FREE COMPRESSED AIR A MINIMUM OF TWO

TIMES.5. ALL HOLES SHALL BE FREE OF STANDING WATER BEFORE INSTALLING ANCHORS.6. EPOXY SHALL HAVE MINIMUM BOND STRENGTH OF 1,600 PSI @ 14 DAYS

GEOTEXTILE FILTER FABRIC:1. STABILIZATION/REINFORCEMENT GEOTEXTILE FABRIC.

- FABRIC SHALL BE AS MIRAFI FW700 AS MANUFACTURED BY TENCATE OR APPROVED EQUAL.

6/16/20 Issue

PROPOSED SINGLE STORY WAREHOUSE BUILDING 'C'±26,334 SF FOOTPRINT G.S.F.FILED UNDER NEW BUILDING

APPLICATION #520321919

EN/EXT

EN/EXT154'

171'

171'

154'

X X

XX

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RIDGE

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EX. 10" HDPE CPPCAPPED

EX. 10" CAST IRONROOF DRAIN PIPE

EX. 16" CAST IRONDRAINAGE PIPE

F.F. 14.75

CONTRACTOR TO VERIFY EXISTING GAS SERVICEAND RELOCATE AS NECESSARY, IN COORDINATION

WITH OWNING UTILITY COMPANY

PROPOSED 2-1/2"Ø GAS SERVICECONTRACTOR TO COORDINATE WITHOWNING UTILITY COMPANY

PROPOSED ELECTRIC SERVICECONTRACTOR TO COORDINATE WITH

OWNING UTILITY COMPANY

NO SANITARY FACILITIES IN PROPOSED BUILDING

EXISTING SANITARY SERVICE TO REMAIN

X

X

229.

92'

B-1

B-2

B-3

B102

B103

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B201

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B101-1

-4

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-14.27 -11.63

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-3.87

-7.10

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U-Haul of Staten Island7 North Street

Staten Island, NY 10302

GEI Project 2000694

If this scale bardoes not measure1" then drawing isnot original scale.

Attention: New Pier & Revetment ReconstructionStaten Island, NY

Consultants

0 1"

PreliminaryDesigned:

Checked:

Drawn:

DJC

DJC

JSF

Approved By: -BORING LOCATION PLAN

DWG. NO.

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SCALE, FEET

30 60

NOTE:1. BEDROCK CONTOURS WERE MODELED BASED

ON DATA COLLECTED FROM THE SOIL BORINGSSHOWN ABOVE AND ARE AN APPROXIMATEREPRESENTATION OF THE TOP OF BEDROCK.

LANDSIDE BORING (TYP)

WATERSIDE BORING (TYP) BEDROCK CONTOUR (TYP)

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NO. DATE ISSUE/REVISION APP

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\\geiconsulta B:\Working\UHAUL STATEN ISLAND NY\2000694 U-Haul Pier and Revetment\00_CAD\Design\Working\B-02 BORING LOGS - I.dwg - 3/30/2020

U-Haul of Staten Island7 North Street

Staten Island, NY 10302

GEI Project 2000694

If this scale bardoes not measure1" then drawing isnot original scale.

Attention: New Pier & Revetment ReconstructionStaten Island, NY

Consultants

0 1"

PreliminaryDesigned:

Checked:

Drawn:

DJC

DJC

JSF

Approved By: -BORING LOGS - I

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U-Haul of Staten Island7 North Street

Staten Island, NY 10302

GEI Project 2000694

If this scale bardoes not measure1" then drawing isnot original scale.

Attention: New Pier & Revetment ReconstructionStaten Island, NY

Consultants

0 1"

PreliminaryDesigned:

Checked:

Drawn:

DJC

DJC

JSF

Approved By: -BORING LOGS - II

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U-Haul of Staten Island7 North Street

Staten Island, NY 10302

GEI Project 2000694

If this scale bardoes not measure1" then drawing isnot original scale.

Attention: New Pier & Revetment ReconstructionStaten Island, NY

Consultants

0 1"

PreliminaryDesigned:

Checked:

Drawn:

DJC

DJC

JSF

Approved By: -BORING LOGS - III

DWG. NO.

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B-04

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BC-07

AC-07

CC-07

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MLW

MHW

MHW

MHW

MHW

MHW

HTL

HTL

HTL

HTL

HTL

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LIMIT OF FEDERAL CHANNEL

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U-Haul of Staten Island7 North Street

Staten Island, NY 10302

GEI Project 2000694

If this scale bardoes not measure1" then drawing isnot original scale.

Attention: New Pier & Revetment ReconstructionStaten Island, NY

Consultants

0 1"

PreliminaryDesigned:

Checked:

Drawn:

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DJC

JSF

Approved By: -EXISTING CONDITIONS PLAN

DWG. NO.

SHEET NO.

08 of 16

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30 60

6/16/20 Issue

FC-07

EC-07

DC-07

MHW

MHW

MHW

MHW

MHW

HTL

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\\geiconsulta B:\Working\UHAUL STATEN ISLAND NY\2000694 U-Haul Pier and Revetment\00_CAD\Design\Working\C-02 DEMOLITION PLAN.dwg - 6/11/2020

U-Haul of Staten Island7 North Street

Staten Island, NY 10302

GEI Project 2000694

If this scale bardoes not measure1" then drawing isnot original scale.

Attention: New Pier & Revetment ReconstructionStaten Island, NY

Consultants

0 1"

PreliminaryDesigned:

Checked:

Drawn:

DJC

DJC

JSF

Approved By: -DEMOLITION PLAN

DWG. NO.

SHEET NO.

09 of 16

C-020

SCALE, FEET

30 60

6/16/20 Issue

MHW

MHW

MHW

MHW

MHW

HTL

HTL

HTL

HTL

HTL

HTL

PROPOSED SINGLE STORY WAREHOUSE BUILDING 'C'±26,334 SF FOOTPRINT G.S.F.FILED UNDER NEW BUILDING

APPLICATION #520321919

EN/EXT

EN/EXT154'

171'

171'

154'

8

8

9

10

11

12

13

14

15

16

17

17

16

15

13

14

13

12

11

10

12

11

9

8

CONE FENDER WITH STEELFENDER PANEL (TYP)

50 TON MOORINGBOLLARD (TYP)

WEST MOORING DOLPHIN

RECONSTRUCT SHORELINE REVETMENTSEE SHEET C-07

EL. +8.0 EAST MOORING DOLPHIN

PROPOSED PIER

30' JIB CRANE

100'X20' BARGE

PROPOSED BUILDING

MLW

MHW

1.5:1

1.5:

1

1.5:

1

1.5:1

F.F. 14.75

TOP SHOULDER

EDGE CURB

TOE OF SLOPE(LIMIT OF WORK)

LIMIT OF FEDERAL CHANNEL

SLOPE VARIES

8'

1.5:

1 1.5:1

LEGENDMLWMHWHTL

TIDAL WETLAND BOUNDARY

NO. DATE ISSUE/REVISION APP

0

\\geiconsulta B:\Working\UHAUL STATEN ISLAND NY\2000694 U-Haul Pier and Revetment\00_CAD\Design\Working\C-03 PROPOSED CONDITIONS PLAN.dwg - 6/16/2020

U-Haul of Staten Island7 North Street

Staten Island, NY 10302

GEI Project 2000694

If this scale bardoes not measure1" then drawing isnot original scale.

Attention: New Pier & Revetment ReconstructionStaten Island, NY

Consultants

0 1"

PreliminaryDesigned:

Checked:

Drawn:

DJC

DJC

JSF

Approved By: -PROPOSED CONDITIONS PLAN

DWG. NO.

SHEET NO.

10 of 16

C-030

SCALE, FEET

20 40

GC-07

IC-07

AC-08

HC-07

BC-08

6/16/20 Issue

MHW

MHW

MHW

MHW

MHW

HTL

HTL

HTL

HTL

HTL

HTL

TURBIDITY CURTAINWORK BARGE STAGING AREA

CONTRACTOR STAGING AREA

LIMIT OF FEDERAL CHANNEL

LEGENDMLWMHWHTL

TIDAL WETLAND BOUNDARY

NO. DATE ISSUE/REVISION APP

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\\geiconsulta B:\Working\UHAUL STATEN ISLAND NY\2000694 U-Haul Pier and Revetment\00_CAD\Design\Working\C-04 PHASING & STAGING PLAN.dwg - 5/21/2020

U-Haul of Staten Island7 North Street

Staten Island, NY 10302

GEI Project 2000694

If this scale bardoes not measure1" then drawing isnot original scale.

Attention: New Pier & Revetment ReconstructionStaten Island, NY

Consultants

0 1"

PreliminaryDesigned:

Checked:

Drawn:

DJC

DJC

JSF

Approved By: -PHASING & STAGING PLAN

DWG. NO.

SHEET NO.

11 of 16

C-040

SCALE, FEET

30 60

6/16/20 Issue

1

34 5

12'

12'

6'

16'

16'

16'

15.75'

6'

2.5'11'1.25'

1.25'2'

8'

16.61'

12.8'

1 2

AC

EG

BD

F

30°

30°

30°

60°TYP

1

34 5

1 2

AC

EG

BD

F

CONCRETE PILE CAP (TYP.)

JIB CRANE BEAM (TYP.)

85°

NO. DATE ISSUE/REVISION APP

0

\\geiconsulta B:\Working\UHAUL STATEN ISLAND NY\2000694 U-Haul Pier and Revetment\00_CAD\Design\Working\PILE LAYOUT PLAN.dwg - 5/21/2020

U-Haul of Staten Island7 North Street

Staten Island, NY 10302

GEI Project 2000694

If this scale bardoes not measure1" then drawing isnot original scale.

Attention: New Pier & Revetment ReconstructionStaten Island, NY

Consultants

0 1"

PreliminaryDesigned:

Checked:

Drawn:

DJC

DJC

JSF

Approved By: -PILE LAYOUT PLAN

DWG. NO.

SHEET NO.

12 of 16

C-05

SCALE: 3/16" = 1'-0"

1050

AC-05 SCALE: 3/16"=1'-0"

PILE LAYOUT - PLAN

SCALE: 3/16" = 1'-0"

1050

BC-05 SCALE: 3/16"=1'-0"

PILE CAP LAYOUT - PLAN

AC-09

BC-09

6/16/20 Issue

G

A

B C D E

A A A

F F F F

G

G GF

16.3'

6.7'

PRECAST CONC PANEL

14.8'

6.7'

95°

PRECAST CONC PANEL

6.7'

14.2'

95°

PRECAST CONC PANEL

6.7'

13.7'

95°

PRECAST CONC PANEL

6.7'

13.2'

95°

PRECAST CONC PANEL

14'

5.7'

PRECAST CONC PANEL

5.7'

15'

PRECAST CONC PANEL

NO. DATE ISSUE/REVISION APP

0

\\geiconsulta B:\Working\UHAUL STATEN ISLAND NY\2000694 U-Haul Pier and Revetment\00_CAD\Design\Working\C-06 - PRECAST PLANK LAYOUT.dwg - 5/21/2020

U-Haul of Staten Island7 North Street

Staten Island, NY 10302

GEI Project 2000694

If this scale bardoes not measure1" then drawing isnot original scale.

Attention: New Pier & Revetment ReconstructionStaten Island, NY

Consultants

0 1"

PreliminaryDesigned:

Checked:

Drawn:

DJC

DJC

JSF

Approved By: -

SCALE: 3/16" = 1'-0"

1050

AC-06 PRECAST PLANK LAYOUT

PLAN

2

SCALE: 3/8" = 1'-0"

40

BC-06 PLANK - TYPE A

DETAIL2

SCALE: 3/8" = 1'-0"

40

CC-06 PLANK - TYPE B

DETAIL

2

SCALE: 3/8" = 1'-0"

40

DC-06 PLANK - TYPE C

DETAIL2

SCALE: 3/8" = 1'-0"

40

EC-06 PLANK - TYPE D

DETAIL

2

SCALE: 3/8" = 1'-0"

40

GC-06 PLANK - TYPE F

DETAIL2

SCALE: 3/8" = 1'-0"

40

FC-06 PLANK - TYPE E

DETAIL2

SCALE: 3/8" = 1'-0"

40

HC-06 PLANK - TYPE G

DETAIL

PRECAST PLANK LAYOUT

DWG. NO.

SHEET NO.

13 of 16

C-06

6/16/20 Issue

0

10EL

EVAT

ION

, FEE

T (N

AVD

88)

-10

ASPHALT PAVING

CONCRETERETAINING WALLCONSTRUCTIONUNKNOWN

CHAIN LINK FENCE

EL. +9.30

DUMPED REVETMENTSTONE SIZE VARIESLIMITS APPROXIMATE

SAND BEACH

APPROX EXMUDLINE

MLW = EL. -2.51

MHW = EL. 2.47

HTL = EL. 4.62

MLLW = EL. -2.72

MHHW = EL. 2.79

0

10

ELEV

ATIO

N, F

EET

(NAV

D88

)

ASPHALT PAVING

EL. +8.30±

CONCRETERETAINING WALLCONSTRUCTIONUNKNOWN

DUMPED REVETMENTSTONE SIZE VARIESLIMITS APPROXIMATE

SAND BEACH

APPROX EXMUDLINE

MLW = EL. -2.51

MHW = EL. 2.47

HTL = EL. 4.62

MLLW = EL. -2.72

MHHW = EL. 2.79

ELEV

ATIO

N, F

EET

(NAV

D88

)

0

10

CHAIN LINK FENCE

DUMPED REVETMENTSTONE SIZE VARIESLIMITS APPROXIMATE

SAND BEACH

APPROXIMATE EXISTINGMUDLINE

MLW = EL. -2.51

MHW = EL. 2.47

HTL = EL. 4.62

MLLW = EL. -2.72

MHHW = EL. 2.79

0

10

ELEV

ATIO

N, F

EET

(NAV

D88

)

-10APPROX EXMUDLINE

REMOVE AND STOREEX REVETMENT STONE

EXCAVATE AND DISPOSEEX FILL MATERIAL

REMOVE & DISPOSE CLF

1.51

BOE = EL. -5.00

MLW = EL. -2.51

MHW = EL. 2.47

HTL = EL. 4.62

MLLW = EL. -2.72

MHHW = EL. 2.79

ASPHALT PAVINGTO REMAIN

CONCRETE RETAININGWALL TO REMAIN

APPROX EXMUDLINE

0

10

ELEV

ATIO

N, F

EET

(NAV

D88

)

-10

TOW +8.30±

BOE = EL. -5.00

REMOVE AND STOREEX REVETMENT STONE

EXCAVATE AND DISPOSEEX FILL MATERIAL

1.51

MLW = EL. -2.51

MHW = EL. 2.47

HTL = EL. 4.62

MLLW = EL. -2.72

MHHW = EL. 2.79

0

10

ELEV

ATIO

N, F

EET

(NAV

D88

)

-10

TOW +9.30±

APPROX EX MUDLINE

REMOVE AND STOREEX REVETMENT STONE

EXCAVATE AND DISPOSEEX FILL MATERIAL

REMOVE & DISPOSE CLF

1.51

MLW = EL. -2.51

MHW = EL. 2.47

HTL = EL. 4.62

MLLW = EL. -2.72

MHHW = EL. 2.79

EXISTING GRADEEDGE CURB

FILTER FABRIC

APPROX. LOCATION OFBEDROCK EL. -10.5±

EXISTING STONE REVETMENTTO BE RECLAIMED FORRE-USE

11.5

OVERBURDEN/SEDIMENTS

EL. -5.0±

EL. VARIESEL. +8.5 (FRONT OF BUILDING)EL. +7.0 (@ PARKING LOT)

8±SHOULDER

18"±3'± PRIMARY

ARMOR

STONE SIZE NOTES:MIN. STONE SIZE: 1000 LBSMAX STONE SIZE: 2000 LBSMEDIAN STONE SIZE: 1500 LBS

3'

18" UNDERLAYER STONE111

2" MARINE MATTRESS

MLW = EL. -2.51

MHW = EL. 2.47

HTL = EL. 4.62

MLLW = EL. -2.72

MHHW = EL. 2.79

EXISTING GRADE

EDGE CURB

FILTER FABRIC

APPROX. LOCATION OFBEDROCK EL. -10.5±

11.5

OVERBURDEN/SEDIMENTS

EL. -5.0±

EL. VARIESEL. +8.5 (FRONT OF BUILDING)EL. +7.0 (@ PARKING LOT)

8±SHOULDER

18"±3'± PRIMARY

ARMOR

STONE SIZE NOTES:MIN. STONE SIZE: 1000 LBSMAX STONE SIZE: 2000 LBSMEDIAN STONE SIZE: 1500 LBS

3'

18" UNDERLAYER STONE111

2" MARINE MATTRESS

MLW = EL. -2.51

MHW = EL. 2.47

HTL = EL. 4.62

MLLW = EL. -2.72

MHHW = EL. 2.79

EXISTING GRADEEDGE CURB

FILTER FABRIC

APPROX. LOCATION OFBEDROCK EL. -10.5±

EXISTING STONE REVETMENTTO BE RECLAIMED FORRE-USE

11.5

OVERBURDEN/SEDIMENTS

EL. -5.0±

EL. VARIESEL. +8.5 (FRONT OF BUILDING)EL. +7.0 (@ PARKING LOT)

8±SHOULDER

18"±3'± PRIMARY

ARMOR

STONE SIZE NOTES:MIN. STONE SIZE: 1000 LBSMAX STONE SIZE: 2000 LBSMEDIAN STONE SIZE: 1500 LBS

3'

18" UNDERLAYER STONE111

2" MARINE MATTRESS

MLW = EL. -2.51

MHW = EL. 2.47

HTL = EL. 4.62

MLLW = EL. -2.72

MHHW = EL. 2.79

NO. DATE ISSUE/REVISION APP

0

\\geiconsulta B:\Working\UHAUL STATEN ISLAND NY\2000694 U-Haul Pier and Revetment\00_CAD\Design\Working\C-301 REVETMENT SECTIONS.dwg - 6/12/2020

U-Haul of Staten Island7 North Street

Staten Island, NY 10302

GEI Project 2000694

If this scale bardoes not measure1" then drawing isnot original scale.

Attention: New Pier & Revetment ReconstructionStaten Island, NY

Consultants

0 1"

PreliminaryDesigned:

Checked:

Drawn:

DJC

DJC

JSF

Approved By: -REVETMENT SECTIONS

DWG. NO.

SHEET NO.

14 of 16

C-07

10 20

SCALE:

0

1" = 10'

DC-07 REVETMENT DEMOLITION

SECTION

10 20

SCALE:

0

1" = 10'

AC-07 EXISTING REVETMENT

SECTION10 20

SCALE:

0

1" = 10'

BC-07 EXISTING REVETMENT

SECTION10 20

SCALE:

0

1" = 10'

CC-07 EXISTING REVETMENT

SECTION

10 20

SCALE:

0

1" = 10'

EC-07 REVETMENT DEMOLITION

SECTION10 20

SCALE:

0

1" = 10'

FC-07 REVETMENT DEMOLITION

SECTION

10 20

SCALE:

0

1" = 10'

GC-07 PROPOSED REVETMENT

SECTION10 20

SCALE:

0

1" = 10'

HC-07 PROPOSED REVETMENT

SECTION10 20

SCALE:

0

1" = 10'

IC-07 PROPOSED REVETMENT

SECTION

6/16/20 Issue

CONCRETE DECK

EX MUDLINEEL VARIES

CONCRETECRANE BEAM

CONCRETE PILE CAP (TYP)

STEELPIPE PILE

STEELBATTER PILE

1

3

ASPHALT PAVEMENT

APPROX BEDROCKEL VARIES

DECK EL 8.00

MLW EL -2.51

MHW EL 2.47

NAVD88 EL 0.00

MLW EL -2.72

MHHW EL 2.79HTL EL 4.62

DECK EL 8.00

MLW EL -2.51

MHW EL 2.47

APPROX EX MUDLINEEL VARIES

CONCRETE CRANE BEAM

CONCRETE PILE CAP (TYP)

STEELPIPE PILE STEEL

BATTER PILE1

3

30' STEEL JIB CRANE

20' WIDE BARGEHIGH WATER POSITION

20' WIDE BARGELOW WATER POSITION

CONCRETE CURB

NAVD88 EL 0.00

APPROX BEDROCKEL VARIES

MLW EL -2.72

MHHW EL 2.79HTL EL 4.62

NO. DATE ISSUE/REVISION APP

0

\\geiconsulta B:\Working\UHAUL STATEN ISLAND NY\2000694 U-Haul Pier and Revetment\00_CAD\Design\Working\C-302 - PIER SECTIONS.dwg - 4/21/2020

U-Haul of Staten Island7 North Street

Staten Island, NY 10302

GEI Project 2000694

If this scale bardoes not measure1" then drawing isnot original scale.

Attention: New Pier & Revetment ReconstructionStaten Island, NY

Consultants

0 1"

PreliminaryDesigned:

Checked:

Drawn:

DJC

DJC

JSF

Approved By: -PIER SECTIONS

DWG. NO.

SHEET NO.

15 of 16

C-08

0 4 8

SCALE: 1/4" = 1'-0"

AC-08 PIER

SECTION0 4 8

SCALE: 1/4" = 1'-0"

BC-08 PIER

SECTION

6/16/20 Issue

3.1

5.1

A.1 A.2 A.3

4.5'

4.5'

1.5'

60°TYP

CONCRETE MOORING DOLPHIN

STEELBATTER PILE

1

3

50 TON MOORINGBOLLARD

800 MM CONEFENDER 10" STEEL

FENDER PANELWITH UHMW FACING

DECK EL 8.00

MLW EL -2.51

MHW EL 2.47

NAVD88 EL 0.00

MLW EL -2.72

MHHW EL 2.79HTL EL 4.62

3.1

5.1

A.6A.5A.4

4.5'

4.5'

1.5'

60°

TYPPILE LEGEND:

VERTICAL BEARING PILE

3:12 BATTER PILE

NO. DATE ISSUE/REVISION APP

0

\\geiconsulta B:\Working\UHAUL STATEN ISLAND NY\2000694 U-Haul Pier and Revetment\00_CAD\Design\Working\C-505 MOORING DOLPHIN DETAILS.dwg - 6/2/2020

U-Haul of Staten Island7 North Street

Staten Island, NY 10302

GEI Project 2000694

If this scale bardoes not measure1" then drawing isnot original scale.

Attention: New Pier & Revetment ReconstructionStaten Island, NY

Consultants

0 1"

PreliminaryDesigned:

Checked:

Drawn:

DJC

DJC

JSF

Approved By: -MOORING DOLPHIN DETAILS

DWG. NO.

SHEET NO.

16 of 16

C-09

0 4 8

SCALE: 1/4" = 1'-0"

AC-13 DOLPHIN 1 - PILE LAYOUT PLAN

PLAN0 4 8

SCALE: 1/4" = 1'-0"

BC-13 DOLPHIN 2 - PILE LAYOUT PLAN

PLAN0 4 8

SCALE: 1/4" = 1'-0"

CC-13 TYPICAL MOORING DOLPHIN

SECTION

6/16/20 Issue