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Also attached to this agenda item: January 10th Resolution 3-2024 Bulkhead LWRP review LWRP NYS Project 2023-0878 Memo from WAC to VB re%3A NYS Project 2023-0878

O N E C O M M ER C E PL A Z A 99 W A SH I N G T O N A V E N U E ALBANY, NY 12231-0001 HTTPS://DOS.NY.GOV KATHY HOCHUL GOVERNOR R OB ER T J. R OD R I G UE Z SECRETARY OF STATE NYS DEPARTMENT OF STATE Office of Planning, Development and Community Infrastructure M E M O R A N D U M To: Pauline DiSanto From: NYS Department of State, Coastal Consistency Unit Date: 12/8/2023 Re: 2023-0878 Hugh Gereechan-Remove and replace * * * Enclosed is a copy of the Federal Consistency Assessment form and permit application for the above-referenced project for your information and preliminary review. Please contact the DOS reviewer assigned to this project, at Barbara.Delaney @dos.ny.gov or to discuss applicable LWRP policies and concerns, and any additional information which may be necessary to assist you in reviewing this project. Any comments you may have will assist the Department in reaching a decision as to the consistency of the proposed action with the approved Croton-on -Hudson LWRP. We would appreciate hearing from you on this proposed project within 30 days. If we do not hear from you by that date, we will presume that you have no objections to the proposed project. From: Desanctis, Joseph R. [Joe] To: dos.sm.Cstl.CR Cc: (nicole.shute@wsp.com); myrosia.dragan@wsp.com; Ghabour, Susie Subject: RE: Croton Point Park Joint Application Date: Tuesday, December 5, 2023 2:34:34 PM Attachments: image001.png Croton Point Park Coping Replacement Joint Application.pdf You don't often get email from joseph.desanctis@wsp.com. Learn why this is important ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Good Afternoon,   Please find the attached updated Joint Application for the Croton Point Park Bulkhead Wall Coping Replacement project.   Please reach out if a hard copy is required or you have any questions or concerns.   Joe   From: Desanctis, Joseph R. [Joe] Sent: Tuesday, December 5, 2023 2:16 PM To: cr@dos.ny.gov Cc: Shute, Nicole <Nicole.Shute@wsp.com>; Dragan, Myrosia K. <Myrosia.Dragan@wsp.com>; Ghabour, Susie <shga@westchestercountyny.gov> Subject: Croton Point Park Joint Application   Good Afternoon,   Please find attached a Joint Application for the Croton Point Park Bulkhead Wall Coping Replacement project for Westchester County Department of Public Works & Transportation in Region 3, Westchester County, New York. Please note that NYSDEC provided us with a Notice of No Jurisdiction for the work proposed, which can be supplied upon request.   Please reach out if a hard copy is required or you have any questions or concerns.   Joe   Joe DeSanctis Assistant Engineer   Office   914-801-0886   Mobile  914-582-1552 Joseph.DeSanctis@wsp.com   WSP USA Inc. 500 Summit Lake Drive 4th Floor, Suite 450 Valhalla, NY  10595   wsp.com   NOTICE: This communication and any attachments ("this message") may contain information which is privileged, confidential, proprietary or otherwise subject to restricted disclosure under applicable law. This message is for the sole use of the intended recipient(s). Any unauthorized use, disclosure, viewing, copying, alteration, dissemination or distribution of, or reliance on, this message is strictly prohibited. If you have received this message in error, or you are not an authorized or intended recipient, please notify the sender immediately by replying to this message, delete this message and all copies from your e-mail system and destroy any printed copies. -LAEmHhHzdJzBlTWfa4Hgs7pbKl 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: 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 04/22 Dams and Impound- ment Structures 401 Water Quality Certification* Freshwater Wetlands *6HH,QVWUXFWLRQV SDJH      Hugh Greechan, Commissioner of Westchester County DPW&T 148 Martine Ave White Plains NY (914) 995-2546 hjg7@westchestercountyny.gov   RESET Nationwide Permit 3 - Maintenance 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 provide any 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 of coverage, 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 04/22 WSP USA Inc. - Joseph DeSanctis 500 Summit Lake Drive, Suite 450 Valhalla NY (914) 801-0886 Joseph.DeSanctis@wsp.com Croton Point Park Bulkhead Wall Coping Replacement 89.12-1-1 1 Croton Point Park Ave. Enter Croton Point Park via Croton Point Avenue. Keep right after the toll booth for 3,000 ft towards the western most parking lot located between the North and South Playgrounds. Follow the asphalt path located at the south end of the parking lot towards the Hudson river bulkhead wall.  Croton Westchester Hudson River 52.3N -73 01.1W To replace the concrete coping on the Croton Point Park seawall along the Hudson River. The existing seawall coping was damaged and pushed off the existing seawall during the remnants of Hurricane Ida, which hit the area in the fall of 2021. Remaining structures includes the seawall along the Hudson River. Two sections of coping, measuring approximately 404 ft and 23 ft in length, disconnected from the bulkhead resulting from broken Z-angle steel connections that fastened the coping segments to the bulkhead wall. Some of the existing z-angles that connected the concrete coping to the seawall remain on the seawall, although most are damaged and/or broken. A dip in the grading of approximately 3” deep by 15” wide behind the bulkhead wall in the lengths of damaged coping appear to have been caused by settlement or washout due to the storm. This area is also bare of grass or vegetation. The existing seawall will remain, and the existing concrete coping will be removed and disposed. The damaged/displaced existing precast concrete coping segments will not be returned to their original position. They will instead be replaced by a new hybrid system employing both precast and cast-in-place elements to ensure better stability, rigidity, and connection to the seawall sheeting. Improvements include providing a larger coping “tail”, buried in the fill behind the seawall and completely encasing the new steel connections to the seawall. 30 CY of cast-in-place concrete will be placed behind the seawall for the hybrid coping system. 11 CY of topsoil, 96 SY of turf establishment, and 20 CY of crushed gravel will be placed behind the seawall the grade between the hybrid copings system and the surrounding existing grade. There will be no area of fill below the MHW elevation. 20 CY (475 SF along the proposed 430 ft. project area) will be excavated removing the existing back-fill to accommodate the volume of the proposed cast-in-place concrete segment of the hybrid coping system.  N/A RESET 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 will minimize 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 04/22 Typical construction methods and equipment for material delivery, precast concrete and installation of proposed concrete are anticipated. However, the exact means and methods of proposed equipment to be used will be determined by the contractor. Expected equipment used by the contractor will likely include dump trucks, concrete pumps, welding tools, backhoe, bucket truck or scissor lift, crane, excavator, etc. Install erosion and sediment control measures. Remove and dispose of existing damaged concrete coping segments. Excavate grade/back-fill behind the seawall sheeting. install form-work for cast-in-place concrete segments. Remove existing z-angle segments. Install shear studs. Install cast-in-place concrete rebar reinforcement. Install precast concrete segment. Pour cast-in-place concrete. Remove cast-in-place concrete form-work. Place embankment in place, topsoil, and seeding land-side of the sheeting. Remove erosion and sediment control measures. Turbidity curtains and silt fences will be installed in the construction site to protect the Hudson River. Turbidity curtains and silt fences will be installed in the construction site to protect the Hudson River. The project will minimize impacts by not employing any excavation or excavation services below the MHW level. Moreover, no work will required within the Hudson River.  September 1, 2024 October 31, 2024  No.  Yes, the project site is owned by Westchester County. Notice of No Jurisdiction NYSDEC ID: 3-5522-00064/00009  RESET Environmental Resource Mapper County of Westchester, State of New Jersey, Esri, HERE, Garmin, INCREMENT P, USGS, METI/NASA, EPA, USDA October 24, 2023 0.3 0.6 0.15 mi 0.5 0.25 km 1:18,056 NYS Department of Environmental Conservation Not a legal document CROTON POINT PARK SEAWALL BULKHEAD REPAIR PROJECT LOCATION LOCATION MAP WESTCHESTER COUNTY SCALE: N.T.S. CONTRACT No. 02-545-REV CROTON POINT PARK BULKHEAD WALL COPING REPLACEMENT CROTON POINT PARK CROTON-ON-HUDSON, NEW YORK WESTCHESTER COUNTY, NEW YORK DIVISION OF ENGINEERING DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION SHEET NO. SHEET TITLE DPW FILE NO. T-001 TITLE SHEET ##-##-X-### L-001 LEGENDS, ABBREVIATIONS, AND ESTIMATE OF QUANTITIES ##-##-X-### GN-001 GENERAL NOTES ##-##-X-### CN-001 GENERAL, ACCESS, EROSION & SEDIMENT CONTROL, AND CONSTRUCTION SEQUENCE PLAN ##-##-X-### S-001 EXISTING CONCRETE COPING DETAILS ##-##-X-### S-002 PROPOSED CONCRETE COPING DETAILS ##-##-X-### D-001 EXCAVATION AND RESTORATION DETAILS ##-##-X-### LONG ISLAND SOUND NEW YORK CITY OF RIVER PUTNAM COUNTY HUDSON STATE OF CONNECTICUT PROJECT LOCATION PROJECT LOCATION NYSDOT STANDARD SHEET(S) BY REFERENCE THE FOLLOWING NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SHEETS ARE INCLUDED IN THE DRAWINGS FOR THIS PROJECT: (TO BE FURNISHED TO THE ENGINEER IN THE FIELD AND PAID FOR BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION). 209-01, 209-06, 619-001, 619-002, 619-010, 619-011. WSP USA ▪ 500 Summit Lake Drive, Suite 450 ▪ Valhalla, NY 10595 ▪ 914.747.1120 INCLUDED IN THIS APPLICATION X X X X 22'-9.5" 227'-0" 158'-0" 20'-0" PROPOSED CONCRETE COPING ITEMS 555.0105, 556.0202, 556.03, & 560.07 SEE SHEET S-002 FOR DETAILS PROPOSED CONCRETE COPING ITEMS 555.0105, 556.0202, 556.03, & 560.07 SEE SHEET S-002 FOR DETAILS CONTRACTOR TO ACCESS CONSTRUCTION SITE VIA PREVIOUSLY CONSTRUCTED ASPHALT PEDESTRIAN PATHWAY FROM CROTON POINT PARK WEST PARKING LOT ±35 LF TURBIDITY CURTAIN ITEM 209.1501 ±420 LF TURBIDITY CURTAIN ITEM 209.1501 ±55 LF SILT FENCE ITEM 209.13 ±455 LF SILT FENCE ITEM 209.13 PLACE AND REMOVE EXISTING TEMPORARY PLASTIC BARRIER FENCE ITEMS 607.41010010 & 607.9600008 PLACE AND REMOVE EXISTING TEMPORARY PLASTIC BARRIER FENCE ITEMS 607.41010010 & 607.9600008 RE-GRADE WITH EMBANKMENT IN PLACE (ITEM 203.03), TOPSOIL (ITEM 610.1402), AND TURF ESTABLISHMENT (ITEM 610.1602). SEE SHEET D-001 CONSTRUCTION SEQUENCE NOTES: 1. INSTALL EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING SILT FENCES, AND TURBIDITY CURTAINS. 2. REMOVE EXISTING DAMAGED CONCRETE COPING SEGMENTS. THE CONTRACTOR SHALL INSURE THAT THE SEGMENTS SHALL BE DISPOSED OF IN A PERMITTED CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT OR PROCESSING FACILITY. 3. EXCAVATE EXISTING GRADE BEHIND THE EXISTING SEAWALL SHEETING FOR THE INSTALLATION OF THE CAST-IN-PLACE CONCRETE SEGMENT. 4. REMOVE EXISTING Z-ANGLE SEGMENTS AND INSTALL SHEAR STUDS TO THE EXISTING SEAWALL SHEETING LANDSIDE. 5. INSTALL FORMWORK FOR CAST-IN-PLACE CONCRETE PRIOR TO THE INSTALLATION OF THE PRECAST CONCRETE SEGMENT. CONTRACTOR SHALL ENSURE THAT FORMWORK IS SEALED AS NECESSARY (INCLUDING THE USE OF A PRE-MOLDED JOINT FILLER) AND DOES NOT ALLOW ANY CONCRETE TO LEAK INTO THE RIVER. INSTALL REBAR FOR THE CAST-IN-PLACE CONCRETE SEGMENT ACCOUNTING FOR THE EVENTUAL LOCATION OF THE PROTRUDING DOWELS PRESENT IN THE PRECAST CONCRETE SEGMENTS. 6. INSTALL AND SECURE NEW PRECAST CONCRETE COPING SEGMENTS ON THE EXISTING SEAWALL. 7. POUR CAST-IN-PLACE CONCRETE BELOW THE PREVIOUSLY INSTALLED PRECAST CONCRETE SEGMENTS. 8. REMOVE APPROPRIATE AND UNNECESSARY CAST-IN-PLACE CONCRETE FORMWORK AFTER THE CAST-IN-PLACE CONCRETE HAS CURED. 9. PLACE EMBANKMENT IN PLACE, TOPSOIL AND SEEDING LANDSIDE OF THE SHEETING BEHIND THE NEWLY INSTALLED COPING. REGRADE THE ADJACENT AREA TO MEET THE EXISTING GRADE. 10. REMOVE THE SEDIMENT CONTROL MEASURES AND TEMPORARY PLASTIC BARRIER FENCE. 11. RESTORE UNPAVED SURFACES OF THE CONSTRUCTION ACCESS ROUTE WHEN WORK IS COMPLETE. WORK ZONE CONTROL NOTES: 1. CONTRACTOR SHALL SECURE WORK ZONES AND STAGING AREAS WITH FENCING OR CONTRUCTION BARRICADES TO PREVENT PUBLIC ACCESS. 2. WARNING SIGNS STATING "DANGER WORK ZONE" SHALL BE MOUNTED ON FENCING OR CONSTRUCTION BARRICADES AND SHALL FACE PATHS SO AS TO BE EASILY VISIBLE TO PATH USERS. 3. SEPARATE PAYMENT SHALL NOT BE MADE FOR THE WORK DESCRIBED IN THIS SECTION. CONTRACTOR SHALL INCLUDE COST OF WORK ZONE TRAFFIC CONTROL IN THE VARIOUS CONTRACT PAY ITEMS. NUMBER REVISION BY APP'D BY MADE DATE REVISION CONTRACTOR AS BUILT - NO CHANGES AS BUILT - CHANGES AS NOTED RECORD DRAWING CERTIFICATION SIGNATURE TITLE NAME DATE PROJECT COORDINATOR SIGNATURE TITLE NAME DATE CHECKED BY IN CHARGE OF MADE BY WESTCHESTER COUNTY, NEW YORK DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION DIVISION OF ENGINEERING CONTRACT NUMBER SHEET NO. OF DATE: SHEET NUMBER SCALE: DPW FILE NO. REV. NO. WSP USA ▪ 500 Summit Lake Drive, Suite 450 ▪ Valhalla, NY 10595 ▪ 914.747.1120 CONSTRUCTION SEQUENCE PLAN GENERAL, ACCESS, EROSION & SEDIMENT CONTROL, AND BULKHEAD WALL COPING REPLACEMENT CROTON POINT PARK ##-##-X-### DECEMBER 2023 1"=40' CN-001 02-545-REV J.D. M.D. N.S. SCALE IN FEET PROPOSED CONCRETE COPING SEGMENT PLAN VIEW 1'-11" 1'-1.5" SECTION A-A PROPOSED CONCRETE COPING SECTION DETAIL EXISTING GRADE PROPOSED PRECAST CONCRETE CAP ITEM 560.07 ± 3'-3" PROPOSED CAST-IN-PLACE CONCRETE FILL ITEM 555.0105 ± 1'-6" 1'-11" 1'-1.5" SECTION B-B PROPOSED CONCRETE COPING SECTION DETAIL MHW EL. +1.76 ± 3'-11" ± 1'-6" ± 1'-4" ± 7" PROPOSED GRADE EXISTING GRADE PROPOSED PRECAST CONCRETE CAP ITEM 560.07 PROPOSED CAST-IN-PLACE CONCRETE FILL ITEM 555.0105 PROPOSED GRADE DOWELS CAST INTO PRECAST CONCRETE CAP #5 @ 12" SEE NOTES 1 AND 2 DOWELS CAST INTO PRECAST CONCRETE CAP #5 @ 12" SEE NOTES 1 AND 2 NOTES: 1. DOWELS CAST INTO PRECAST CONCRETE CAP. SUGGESTED SEQUENCE IS TO PLACE CAST-IN-PLACE CONCRETE AFTER PRECAST CONCRETE CAP IS ALREADY IN PLACE (TEMPORARY SUPPORT IS REQUIRED) 2. CONTRACTOR SHALL ENSURE THAT FORMWORK IS SEALED AS NECESSARY AND THE FRONT SIDE OF THE SHEETING SHALL BE WATER-TIGHT. CONTRACTOR SHALL TAKE PRECAUTIONS INCLUDING THE USE OF A PRE-MOLDED JOINT FILLER TO ENSURE THAT NO CONCRETE SEEPS OR LEAKS THROUGH THE SHEETING AND INTO THE RIVER. COST INCLUDED UNDER ITEM 555.01015. 3. CONTRACTOR SHALL TAKE STEPS NECESSARY TO ENSURE FULL CONTACT AND FULL BOND BETWEEN PRECAST CONCRETE AND CAST-IN-PLACE CONCRETE. 4. ALL ELEVATIONS SHOWN ARE WITH RESPECT TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). THE MHW ELEVATIONS WERE PROVIDED BY THE DEC WITH RESPECT TO NAVD 88. THE ELEVATIONS OF THE SHEETING WERE NOTED WITH RESPECT TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29) ON THE RECORD PLANS PROVIDED BY WESTCHESTER COUNTY. A CONVERSION FACTOR OF +1.1 FEET WAS ADDED TO CONVERT THE ELEVATIONS OF THE SHEETING FROM NGVD 29 TO NAVD 88. 5. PROPOSED PRECAST CONCRETE COPING SHALL HAVE A TIMBER TEXTURE FINISH TO MATCH EXISTING CONCRETE COPING SEGMENTS. 6. COLORING OF PROPOSED PRECAST CONCRETE COPING SEGMENTS SHALL MATCH EXISTING CONCRETE COPING SEGMENTS AS CLOSE AS POSSIBLE. 7. CONTRACTOR SHALL PROPOSE CONCRETE INSTALLATION METHODS TO REDUCE THE POTENTIAL OF VOIDS IN THE FORMWORK. CONTRACTOR MAY INCREASE CONCRETE SLUMP UP TO 5" WITH APPROVAL OF CONCRETE MIX DESIGN. #6 @ 6" (VERTICALLY SPACED) LONGITUDINAL REBAR (TYP.) ITEM 556.0202 #6 @ 6" (VERTICALLY SPACED) LONGITUDINAL REBAR (TYP.) ITEM 556.0202 11'-6" SEGMENTS (TYP.) 1'-11" B B PROPOSED CONCRETE COPING ITEM 560.07 (SEE NOTES 5 AND 6) PROPOSED CAST-IN-PLACE CONCRETE FILL ITEM 555.0105 #6 @ 6" LONGITUDINAL REBAR (TYP.) ITEM 556.0202 ROUGHENED SURFACE SEE NOTE 3 6" LONG STEEL SHEAR STUDS (TYP.) ITEM 556.03 6" LONG STEEL SHEAR STUDS ITEM 556.03 MHW EL. +1.76 SHEETING EL. +7.00 SHEETING EL. +7.00 A A CROTON POINT PARK LANDSIDE HUDSON RIVER 6" 6" 8" 8" #5 @ 12 TRANSVERSE BAR (TYP.) ITEM 556.0202 6" 6" 1" 1" PROPOSED CONCRETE COPING BEVEL DETAIL N.T.S 4" DIAM. PVC SLEEVE IN PRECAST CONCRETE COPING CENTERED AT EACH SEAWALL CORRUGATION TO BE USED FOR THE PLACEMENT OF CAST-IN-PLACE CONCRETE. HOLE TO BE FILLED FLUSH TO THE TOP OF COPING. CONTRACTOR TO FIELD VERIFY BEFORE FABRICATION COST INCLUDED UNDER ITEM 560.07 45° 4" DIAM. PVC SLEEVE IN PRECAST CONCRETE COPING CENTERED AT EACH SEAWALL CORRUGATION TO BE USED FOR THE PLACEMENT OF CAST-IN-PLACE CONCRETE. HOLE TO BE FILLED FLUSH TO THE TOP OF COPING. CONTRACTOR TO FIELD VERIFY BEFORE FABRICATION COST INCLUDED UNDER ITEM 560.07 ROUGHENED SURFACE SEE NOTE 3 6" 1'-5" 1'-6" 6" 1'-5" 1'-6" 1'-8" 10" NUMBER REVISION BY APP'D BY MADE DATE REVISION CONTRACTOR AS BUILT - NO CHANGES AS BUILT - CHANGES AS NOTED RECORD DRAWING CERTIFICATION SIGNATURE TITLE NAME DATE PROJECT COORDINATOR SIGNATURE TITLE NAME DATE CHECKED BY IN CHARGE OF MADE BY WESTCHESTER COUNTY, NEW YORK DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION DIVISION OF ENGINEERING CONTRACT NUMBER SHEET NO. OF DATE: SHEET NUMBER SCALE: DPW FILE NO. REV. NO. WSP USA ▪ 500 Summit Lake Drive, Suite 450 ▪ Valhalla, NY 10595 ▪ 914.747.1120 PROPOSED CONCRETE COPING DETAILS BULKHEAD WALL COPING REPLACEMENT CROTON POINT PARK # ##-##-X-### DECEMBER 2023 1:10 S-002 02-545-REV J.D. M.D. N.S. SCALE IN FEET SECTION A-A PROPOSED CONCRETE COPING SECTION EXCAVATION DETAIL EXISTING GRADE PROPOSED PRECAST CONCRETE CAP ITEM 560.07 ± 3'-6" PROPOSED CAST-IN-PLACE CONCRETE FILL ITEM 555.0105 SECTION B-B PROPOSED CONCRETE COPING SECTION EXCAVATION DETAIL ± 4'-2" EXISTING GRADE PROPOSED PRECAST CONCRETE CAP ITEM 560.07 PROPOSED CAST-IN-PLACE CONCRETE FILL ITEM 555.0105 MHW EL. +1.76 SHEETING EL. +7.00 SHEETING EL. +7.00 EXCAVATE EXISTING GRADE ITEM 203.0201 ± 1'-1" EXCAVATE EXISTING GRADE ITEM 203.0201 ± 1'-10" ± 1'-0" ± 1'-0" SECTION A-A PROPOSED CONCRETE COPING SECTION FILL DETAIL EXISTING GRADE PROPOSED PRECAST CONCRETE CAP ITEM 560.07 ± 2'-11" PROPOSED CAST-IN-PLACE CONCRETE FILL ITEM 555.0105 SECTION B-B PROPOSED CONCRETE COPING SECTION FILL DETAIL ± 2'-11" EXISTING GRADE PROPOSED PRECAST CONCRETE CAP ITEM 560.07 PROPOSED CAST-IN-PLACE CONCRETE FILL ITEM 555.0105 MHW EL. +1.76 SHEETING EL. +7.00 SHEETING EL. +7.00 EMBANKMENT IN PLACE ITEM 203.03 ± 8" ± 4" TOPSOIL ITEM 610.1402 TURF ESTABLISHMENT ITEM 610.1602 EMBANKMENT IN PLACE ITEM 203.03 ± 8" ± 4" TOPSOIL ITEM 610.1402 TURF ESTABLISHMENT ITEM 610.1602 MHW EL. +1.76 MHW EL. +1.76 6" MIN. 6" MIN. NUMBER REVISION BY APP'D BY MADE DATE REVISION CONTRACTOR AS BUILT - NO CHANGES AS BUILT - CHANGES AS NOTED RECORD DRAWING CERTIFICATION SIGNATURE TITLE NAME DATE PROJECT COORDINATOR SIGNATURE TITLE NAME DATE CHECKED BY IN CHARGE OF MADE BY WESTCHESTER COUNTY, NEW YORK DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION DIVISION OF ENGINEERING CONTRACT NUMBER SHEET NO. OF DATE: SHEET NUMBER SCALE: DPW FILE NO. REV. NO. WSP USA ▪ 500 Summit Lake Drive, Suite 450 ▪ Valhalla, NY 10595 ▪ 914.747.1120 EXCAVATION AND RESTORATION DETAILS BULKHEAD WALL COPING REPLACEMENT CROTON POINT PARK # ##-##-X-### DECEMBER 2023 1:10 D-001 02-545-REV J.D. M.D. N.S. SCALE IN FEET Attachment 1 Croton Point Park Seawall Bulkhead Repair Site Photos Croton Point Park, Westchester County, NY 1 | 2 Photo No. 1 Location: 22 ft. northern portion, view north. Description: General view of damaged concrete coping on the northern portion of the existing seawall. Photo No. 2 Location: 22 ft. northern portion, view south. Description: General view of damaged concrete coping on the northern portion of the existing seawall. Attachment 1 Croton Point Park Seawall Bulkhead Repair Site Photos Croton Point Park, Westchester County, NY 2 | 2 Photo No. 3 Location: 430 ft. southern portion, view north. Description: General view of damaged concrete coping on the southern portion of the existing seawall. Photo No. 4 Location: 430 ft. southern portion, view south. Description: General view of damaged concrete coping on the southern portion of the existing seawall. Attachment 1 Croton Point Park Seawall Bulkhead Repair Site Photos Croton Point Park, Westchester County, NY 3 | 2 Photo No. 5 Location: 430 ft. southern portion section view, view north. Description: Section view of an existing displaced and damaged concrete coping segment. Photo No. 6 Location: 430 ft. southern portion, section view, view south. Description: Section view of an existing displaced and damaged concrete coping segment. Attachment 1 Croton Point Park Seawall Bulkhead Repair Site Photos Croton Point Park, Westchester County, NY 4 | 2 Photo No. 7 Location: South elevation, view south. Description: View of existing seawall just south of the project location. Photo No. 8 Location: 430 ft. southern portion, section view. Description: Section view of a remaining PZ- 22 seawall bay. Attachment 1 Croton Point Park Seawall Bulkhead Repair Site Photos Croton Point Park, Westchester County, NY 5 | 2 Photo No. 9 Location: 430 ft. southern portion. Description: Detail view of the broken z- angle connector on existing displaced concrete coping segment. Photo No. 10 Location: 430 ft. southern portion. Description: Detail view of the broken z- angle connectors on the existing seawall. Attachment 1 Croton Point Park Seawall Bulkhead Repair Site Photos Croton Point Park, Westchester County, NY 6 | 2 Photo No. 11 Location: 430 ft. southern portion. Description: General view of eroded existing grade. NEW YORK STATE DEPARTMENT OF STATE COASTAL MANAGEMENT PROGRAM Federal Consistency Assessment Form An applicant, seeking a permit, license, waiver, certification or similar type of approval from a federal agency which is subject to the New York State Coastal Management Program (CMP), shall complete this assessment form for any proposed activity that will occur within and/or directly affect the State's Coastal Area. This form is intended to assist an applicant in certifying that the proposed activity is consistent with New York State's CMP as required by U.S. Department of Commerce regulations (15 CFR 930.57). It should be completed at the time when the federal application is prepared. The Department of State will use the completed form and accompanying information in its review of the applicant's certification of consistency. A. APPLICANT (please print) 1. Name: _____________________________________________________________________________________ 2. Address: ___________________________________________________________________________________ 3. Telephone: Area Code ( ) __________________________________________________________________ B. PROPOSED ACTIVITY: 1. Brief description of activity: 2. Purpose of activity: 3. Location of activity: ______________________ __________________________ __________________________ County City, Town, or Village Street or Site Description 4. Type of federal permit/license required: ______________________________________________________ 5. Federal application number, if known: _______________________________________________________ 6. If a state permit/license was issued or is required for the proposed activity, identify the state agency and provide the application or permit number, if known: Joseph DeSanctis 500 Summit Lake Drive, 4th Floor, Suite 450, Valhalla, NY, 10595 (914) 801-0886 The project proposes to replace the concrete coping on the Croton Point Park seawall along the Hudson River with a hybrid concrete system. The surrounding grade land-side will be restored. No work will be done in the Hudson River. The existing seawall coping was damaged and pushed off the existing seawall during Hurricane Ida. The proposed solution mitigates this potential failure. N/A 1 Croton Point Park Ave N/A N/A C. COASTAL ASSESSMENT Check either "YES" or "NO" for each of these questions. The numbers following each question refer to the policies described in the CMP document (see footnote on page 2) which may be affected by the proposed activity. 1. Will the proposed activity result in any of the following: YES/NO a. Large physical change to a site within the coastal area which will require the preparation of an environmental impact statement? (11, 22, 25, 32, 37, 38, 41, 43) __ __ b. Physical alteration of more than two acres of land along the shoreline, land under water or coastal waters? (2, 11, 12, 20, 28, 35, 44) __ __ c. Revitalization/redevelopment of a deteriorated or underutilized waterfront site? (1) __ __ d. Reduction of existing or potential public access to or along coastal waters? (19, 20) __ __ e. Adverse effect upon the commercial or recreational use of coastal fish resources? (9,10) __ __ f. Siting of a facility essential to the exploration, development and production of energy resources in coastal waters or on the Outer Continental Shelf? (29) __ __ g. Siting of a facility essential to the generation or transmission of energy? (27) __ __ h. Mining, excavation, or dredging activities, or the placement of dredged or fill material in coastal waters? (15, 35) __ __ i. Discharge of toxics, hazardous substances or other pollutants into coastal waters? (8, 15, 35) __ __ j. Draining of stormwater runoff or sewer overflows into coastal waters? (33) __ __ k. Transport, storage, treatment, or disposal of solid wastes or hazardous materials? (36, 39) __ __ l. Adverse effect upon land or water uses within the State's small harbors? (4) __ __ 2. Will the proposed activity affect or be located in, on, or adjacent to any of the following: YES/NO a. State designated freshwater or tidal wetland? (44) __ __ b. Federally designated flood and/or state designated erosion hazard area? (11, 12, 17) __ __ c. State designated significant fish and/or wildlife habitat? (7) __ __ d. State designated significant scenic resource or area? (24) __ __ e. State designated important agricultural lands? (26) __ __ f. Beach, dune or Barrier Island? (12) __ __ g. Major ports of Albany, Buffalo, Ogdensburg, Oswego or New York? (3) __ __ h. State, county, or local park? (19, 20) __ __ i. Historic resource listed on the National or State Register of Historic Places? (23) __ __ 3. Will the proposed activity require any of the following: YES/NO a. Waterfront site? (2, 21, 22) __ __ b. Provision of new public services or infrastructure in undeveloped or sparsely populated sections of the coastal area? (5) __ __ c. Construction or reconstruction of a flood or erosion control structure? (13, 14, 16) __ __ d. State water quality permit or certification? (30, 38, 40) __ __ e. State air quality permit or certification? (41, 43) __ __ 4. Will the proposed activity occur within and/or affect an area covered by a State-approved local waterfront revitalization program, or State-approved regional coastal management program? __ __ (see policies in program document*)                            D. ADDITIONAL STEPS 1. If all of the questions in Section C are answered "NO", then the applicant or agency shall complete Section E and submit the documentation required by Section F. 2. If any of the questions in Section C are answered "YES", then the applicant or agent is advised to consult the CMP, or where appropriate, the local waterfront revitalization program document*. The proposed activity must be analyzed in more detail with respect to the applicable state or local coastal policies. On a separate page(s), the applicant or agent shall: (a) identify, by their policy numbers, which coastal policies are affected by the activity, (b) briefly assess the effects of the activity upon the policy; and, (c) state how the activity is consistent with each policy. Following the completion of this written assessment, the applicant or agency shall complete Section E and submit the documentation required by Section F. E. CERTIFICATION The applicant or agent must certify that the proposed activity is consistent with the State's CMP or the approved local waterfront revitalization program, as appropriate. If this certification cannot be made, the proposed activity shall not be undertaken. If this certification can be made, complete this Section. "The proposed activity complies with New York State's approved Coastal Management Program, or with the applicable approved local waterfront revitalization program, and will be conducted in a manner consistent with such program." Applicant/Agent's Name: _____________________________________________________________________ Address: __________________________________________________________________________________ Telephone: Area Code ( ) ________________________________________________________________ Applicant/Agent's Signature: __________________________________________ Date: ___________________ F. SUBMISSION REQUIREMENTS 1. The applicant or agent shall submit the following documents to the New York State Department of State, Office of Planning and Development, Attn: Consistency Review Unit, One Commerce Plaza-Suite 1010, 99 Washington Avenue, Albany, New York 12231. a. Copy of original signed form. b. Copy of the completed federal agency application. c. Other available information which would support the certification of consistency. 2. The applicant or agent shall also submit a copy of this completed form along with his/her application to the federal agency. 3. If there are any questions regarding the submission of this form, contact the Department of State at (518) 474-6000. *These state and local documents are available for inspection at the offices of many federal agencies, Department of environmental Conservation and Department of State regional offices, and the appropriate regional and county planning agencies. Local program documents are also available for inspection at the offices of the appropriate local government. Joseph DeSanctis 500 Summit Lake Drive, 4th Floor, Suite 450, Valhalla, NY, 10595 (914) 801-0886 11/08/2023 ATTACHMENT TO THE NEW YORK STATE DEPARTMENT OF STATE COASTAL MANAGEMENT PROGRAM FEDERAL CONSISTENCY ASSESSMENT FORM D. ADDITIONAL STEPS QuesƟon C.2.c: State designated significant fish and/or wildlife habitat? Policy 7 – Significant coastal fish and wildlife habitats, as idenƟfied on the coastal area map shall be protected, preserved and, where pracƟcal, restored so as to maintain their viability as habitats. This repair project does not require any tree cuƫng or any in-water work. ConstrucƟon will be performed within the September 1st to October 31st window to not interfere with any potenƟal wildlife habitat. Once completed, the repairs will once again allow the public to safely view these areas from a distance. NYSDEC has sent a noƟce of no JurisdicƟon as it was determined that all work appears to be above the mean high-water level. Any necessary measures requested by the State Agency regarding fish and/or wildlife habitat in the area will be adequately incorporated into the project requirements. QuesƟon C.2.h: State, county, or local park? Policy 19 - protect, maintain, and increase the level and types of access to public water related recreaƟon resources and faciliƟes so that these resources and faciliƟes may be fully uƟlized in accordance with reasonably anƟcipated public recreaƟon needs and the protecƟon of historic and natural resources. In providing such access, priority shall be given to public beaches, boaƟng faciliƟes, fishing areas and waterfront parks. This project will restore the pre-storm access to the County Park. These repairs will help to also preserve the park for future years to come. Policy 20 – Access to the publicly-owned foreshore and to lands immediately adjacent to the foreshore or the water’s edge that are publicly-owned shall be provided, and it should be provided in a manner compaƟble with adjoining uses. Such lands shall be retained in public ownership. This project will restore the pre-storm access to the County Park. These repairs will help to also preserve the park for future years to come. QuesƟon C.2.i: Historic resource listed on the NaƟonal or State Register of Historic Places? Policy 23 – Protect, enhance and restore structures, districts, areas or sites that are of significance in the history, architecture, archaeology or culture of the State, its communiƟes, or the naƟon. The main purpose of this project is to restore exisƟng structures that are an integral part of the Bulkhead wall along Croton Point Park. Repair will replace damaged elements and reinstate the structures to their original funcƟon and appearance. Access to other areas of the historic park will once again be restored when the repairs are complete. QuesƟon C.4: Will the proposed acƟvity occur within and/or affect an area covered by a State-approved local waterfront revitalizaƟon program, or State approved regional coastal management program? The main purpose of this project is to restore exisƟng structures that are an integral part of the Bulkhead wall along Croton Point Park. Repair will replace damaged elements and reinstate the structures to their original funcƟon and appearance.