DEGI ELVE APR 25 2025 From: Gregory "Mike" Henrich To: MRC jpa Permits Subject: DAMON HORSLEY 6627 TAPPAN LN GLOUCESTER: JPA # By 8m Date: Wednesday, April 23, 2025 3:36:37 PM Attachments: Outiookmlylwnb.ong DAMON HORSLEY6 6627 TAPPAN LN GLOUCESTER. JPA #.pdf 25040298 DAMON HORSLEY 6627 TAPPAN LN GLOUCESTER JPA # Mike Henrich Permit Division LLC Shoreline Design and Permits ermidwsonegmal.com 757 337 7225 PERMIT Recieved by VMRC April 24, 2025 map & DEQ: Permit application fees required for Virginia Water Protection permits = while detailed in 9VAC25-20 = are conveyed to the applicant by the applicable DEQ office Aatp.Aynw.depirpiniaga/losmtiomsap). Complete the Permit Application Fee Form and submit it per the instructions to the address listed on the form. Instructions for submitting any other fees will be provided to the applicant by DEQ staff. * VMRC: An application fee of $300 may be required for projects impacting tidal wetlands, beaches and/or dunes when VMRC acts as the LWB. VMRC will notify the applicant in writing ifthe fee is required. Permit fees involving subaqueous lands are $25.00 for projects costing $10,000 or less and $100 for projects costing more than $10,000. Royalties may also be required for some projects. The proper permit fee and any required royalty is paida at the time of permit issuance by VMRC. VMRC staff will send the permittee a letter notifying him/her of the proper permit fees and submittal requirements. * LWB: Permit fees vary by locality. Contact the LWB for your project area or their website for fee information and submittal requirements. Contact information for LWBs may be found at hp/sm.vimsalwhemit. web/guidance/local wetlands boards.htm!. FOR AGENCY USE ONLY Notes: JPA # 2025-0867 APPLICANTS Part 1 - General Information PLEASE PRINT OR TYPE ALL ANSWERS: Ifa question does not apply to your project, please print N/A (not applicable) in the space provided. Ifadditional space is needed, attach 8-1/2: X 11 inch sheets of paper. Check all that apply Pre-Construction Notification (PCN) PASDO PGP SelfVerification NWP # (Replaces Regional Permit 17 (For Nationwide Permits ONLY-No DEQ- (RP-17) checklist) VWP permit writer will be assigned) County or City in which the project is located:Glucester Waterway at project site:NorthF River PREVIOUS ACTIONS RELATED TO THE PROPOSED WORK (Include all federal, state, and local pre application coordination, site visits, previous permits, or applications whether issued, withdrawn, or denied) Historical information for past permit submittals can be found online with VMRC https/webapps mrc. virginia. gowpublichabitav- -or VIMS htpllemvims-edupemslnewpemis. htm! Agency Action / Activity Permit/Project number, including any Date of Ifdenied, give reason non-reporting Nationwide permits Action for denial previously used (e.g., NWP 13) VMRC APPROVED JPA 22-2754 11/2022 ApplamudkRwidydae 2028 24, 2025 map 5 Part 1 - General Information (continued) 1. Applicant's legal name* and complete mailing address: Contact Information: Damon D. Horsley Home 7104 George Washington Memorial Hwy Work ) Gloucester, VA 23061 Fax Cell 804 824-4612 e-mail amatawpan-gamiaen State Corporation Commission Name and ID Number (ifa applicable) 2. Property owner(s) legal name* and complete address, if different fromlapplicant: Contact Information: Home Work Fax Cell e-mail State Corporation Commission Name and ID Number (ifapplicable) 3. Authorized agent name* and complete mailing Contact Information: address (if applicable): Home PERMIT DIVISION LLC Work PO Box 1021 Fax West Point VA 23181 Cell 757 3377225 e-mail PermitiMsion@gmal.com State Corporation Commission Name and ID Number (if applicable) * Ifr multiple applicants. property owners. and/or agents, each must be listed and each must sign the applicant sipnature page. 4. Provide a detailed description of the project in the space below, including the type of! project, its dimensions, materials, and method of construction. Be sure to include how the construction site will be accessed and whether tree clearing and/or grading will be required, including the total acreage. If the project requires pilings, please be sure to include the total number, type (e.g. wood, steel, etc), diameter, and method ofi installation (e.g. hammer, vibratory, jetted, etc). If additional space is needed, provide a separate sheet of paper with the project description, Approximately 43 linear feet of riprap revetment is also proposed in an area currently covered with concrete rubble. The rubble with be removed and stockpiled. The rubble will be broken into smaller pieces and used as core material for the revetment. The revetment will be installed on filter cloth and and a mixture of class 1 and class 2 stone will be utilized as armor over the broken concrete. Install a one foot concrete bulkhead extension on top of the existing bulkhead b the extension will not exceed any existing foot print. No clearing will be required. The site will be accessed from the upland No grading or tree clearing will be need to complete this project. The project will be accessed by barge and the use of logging mats installing Piles with vibratory hammer. AppiemikRmmdAAas: 2Q8B 24, 2025 map 6 Part 1 - General Information (continued) 5. Have you obtained a contractor for the project? x Yes* No. *Ifyour answer is "Yes" complete the remainder ofthis question and submit the Applicant's and Contractor's Acknowledgment Form (enclosed) Contractor's name* and complete mailing address: Contact Information: Home Work Fax Cell email State Corporation Commission Name and ID Number (if applicable) * Ifr multiple contractors, each must be listed and each must sign the applicant signature page. 6. List the name, address and telephone number of the newspaper having general circulation in the area ofthe project. Failure to complete this question may delay local and State processing. Name and complete mailing address: Telephone number Gloucester Mathews Gazette Journal 804 693: 3101 Post Office Box 2060, Gloucester, VA 23061 (direct billing to Applicant) Bill applicant 7. Give the following project location information: Street Address (911 address ifavailable) 6627 Tappan Lane Lot/Block/Parcel# 34-269 RPC:19941 Subdivision City/ County Gloucester ZIP Code 23061 Latitude and Longitude at Center Point of Project Site (Decimal Degrees): 37.391441 76.415869 (Example: 36,41600-76.30733) Ifthe project is located in a rural area, please provide driving directions giving distances from the best and nearest visible landmarks or major intersections. Note: ifthe project is in an undeveloped subdivision or property, clearly stake and identify property lines and location of the proposed project. A. supplemental map showing how the property is to be subdivided should also be provided. Located easily 8. What are the primary and secondary purposes ofand the need for the project? For example, the primary purpose may be "to protect property from erosion due to boat wakes" and the secondary purpose may be "to provide safer access to a pier." Primary The project is to provide enhanced erosion control. ApplsmtidaRavadeydyae 202B 24, 2025 map 7 Part 1 - General Information (continued) 9. Proposed use (check one): x Single user (private, non-commercial, residential) Multi-user (community, commercial, industrial, government) 10. Describe alternatives considered and the measures that will be taken to avoid and minimize impacts, to the maximum extent practicable, to wetlands, surface waters, submerged lands, and buffer areas associated with any disturbance (clearing, grading, excavating) during and after project construction. Please be advised that unavoidable losses of tidal wetlands and/or aquatic resources may require compensatory mitigation. The riprap revetment is confined to an area currently impacted by concrete rubble. The concrete extension will not impact any new footprint 11. Is this application being submitted for after-the-fact authorization for work which has already begun or been completed? Yes x No. Ifyes, be sure to clearly depict the portions of the project which are already complete in the project drawings. 12. Approximate cost of the entire project (materials, labor, etc.): $ 30K Approximate cost of that portion oft the project that is channelward of mean low water: $ 13. Completion date of the proposed work: TBD 14. Adjacent Property Owner Information: List the name and complete mailing address, including zip code, of each adjacent property owner to the project. (NOTE: If you own the adjacent lot, provide the requested information for the first adjacent parcel beyond your property line.) Failure to provide this information may result in a delay in the processing of your application by VMRC. Justin C. Barber and Emma J. Barber 6649 Tappan Lane Gloucester, VA 23061 George S. Yeh ans Elizabeth C. Yeh 13292 Regina Ct. Carmel, IN 46074 Appiatiaaimadbas: 2Q8B 24, 2025 map 8 719498A6257820,AXVVAXMBAFS-A %A(& #!"+*.%, Part 2 - Signatures 1. Applicants and property owners (if different from applicant). NOTE: REQUIRED FOR ALL PROJECTS PRIVACY ACT STATEMENT: The Department of the Army permit program is authorized by Section 10 of the Rivers and Harbors Act of 1899, Section 404 of the Clean Water Act, and Section 103 of the Marine Protection Research and Sanctuaries Act of1972. These laws require that individuals obtain permits that authorize structures and work in or affecting navigable waters of the United States, the discharge of dredged or fill material into waters of the United States, and the transportation of dredged material for the purpose of dumping it into ocean waters prior to undertaking the activity. Information provided in the. Joint Permit Application will be used in the permit review process and is a matter of public record once the application is filed. Disclosure of the requested information is voluntary, but it may not be possible to evaluate the permit application or to issue a permit if the information requested is not provided. CERTIFICATION: I am hereby applying for all permits typically issued by the DEQ, VMRC, USACE, and/or Local Wetlands Boards for the activities I have described herein. I agree to allow the duly authorized representatives of any regulatory or advisory agency to enter upon the premises of the project site at reasonable times to inspect and photograph site conditions, botb in reviewing a proposal to issue a permit and after permit issuance to determine compliance with the permit. In addition, I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. DAMON HORSLEY Applicant's Legal Name (printed/typed) (Use if more than one applicant) cuSigned Sanes a uA 0s R -BD7EDSF3120A Applicant"' s Signature (Use if more than one applicant) 3/5/2025 Date Property Owner's Legal Name (printed/typed) (Use if more than one owner) (If different from Applicant) Property Owner's Signature (Use if more than one owner) Date APplisatdsRwaaae 208B 24, 2025 map 9 719498A625782X0sr- %A(& #"+*.%, Part 2 - Signatures (continued) 2. Applicants having agents (fapplicable) CERTIFICATION OF AUTHORIZATION I (we), DAMON HORSLEY hereby certify that I (we) have authorized Gregory "Mike" Henrich (Applicant's legal name(s)) (Agent's name(s)) to act on my behalf and take all actions necessary to the processing, issuance and acceptance of this permit and any and all standard and special conditions attached. We hereby certify that the information submitted in this application is true and accurate to the best of our knowledge. gregory fenrick (Ageit's Signature) (Use if more than one agent) 3/5/2025 (Date) locuSigned y Sona Opuy - BD7EDSF3120A4 (Applicant' 's Signature) (Use if more than one applicant) 3/5/2025 (Date) 3. Applicant's having contractors (f applicable) CONTRACTOR ACKNOWILEDGEMENT I (we), DAMON HORSLEY have contracted TBD (Applicant's legal name(s)) (Contractor's name(s)) to perform the work described in this Joint Permit Application, signed and dated TBD We will read and abide by all conditions set forth in all Federal, State and Local permits as required for this project. We understand that failure to follow the conditions ofthe permits may constitute a violation of appliçable Federal, state and local statutes and that we will be liable for any civil and/or criminal penalties imposed by these statutes. In addition, we agree to make available a copy of any permit to any regulatory representative visiting the project to ensure permit compliance. If we fail to provide the applicable permit upon request, we understand that the representative will have the option of stopping our operation until it has been determined that we have aj properly signed and executed permit and are in full compliance with all terms and conditions. Contractor's name or name of firm Contractor's or firms addrèss Contractor's signature and title Contractor's License Number Applicant's: signature (use if more than one applicant) Date ApplsudkvasAas: 2088 24, 2025 map 10 Part 2 = Signatures (continued) ADJACENT PROPERTY OWNER'S ACKNOWLEDGEMENT FORM Justin C. Barber and Emma J. Barber I( (we), own land next to (across the water (Print adjacent/nearby property owner's 's name) DAMON HORSLEY from/on the same cove as) the land of (Print applicant's name(s)) Ihave reviewed the applicant's project drawings dated (Date) to be submitted for all necessary federal, state and local permits. II HAVE NO COMMENT ABOUT THE PROJECT. I DO NOT OBJECT TO THE PROJECT. IC OBJECT TO THE PROJECT. The applicant has agreed to contact me for additional comments if the proposal changes prior to construction of the project. (Before signing this form be sure you have checked the appropriate option above). Adjacent/nearby property owner's signature(s) Date Note: Ifyou object to the proposal, the reason(s) you oppose the project must be submitted in writing to VMRC. An objection will not necessarily result in denial of the project; however, valid complaints will be given full consideration during the permit review process. ApliauasmeaPERN 24, 2025 map 11 Part 2 - Signatures (continued) ADJACENT PROPERTY OWNER'S ACKNOWLEDGEMENT FORM George S. Yeh ans Elizabeth C. Yeh I (we), own land next to (across the water (Print adjacent/nearby property owner's name) DAMON HORSLEY from/on the same cove as) the land of (Print applicant' 's name(s)) Ihave reviewed the applicant's project drawings dated (Date) to be submitted for all necessary federal, state and local permits. IHAVE NO COMMENT ABOUT THE PROJECT. IDO NOT OBJECT TO THE PROJECT. IOBJECT TO THE PROJECT. The applicant has agreed to contact me for additional comments if the proposal changes prior to construction of the project. (Before signing this form, be sure you have checked the appropriate option above). Adjacent/nearby property owner's signature(s) Date Note: Ifyou object to the proposal, the reason(s) you oppose the project must be submitted in writing to VMRC. An objection will not necessarily result in denial of the project; however, valid complaints will be given full consideration during the permit review process. ApplsaiRevady4ae 208B 24, 2025 map 12 DEPARTMENT OF THE ARMY U.S. ARMY CORPS OF ENGINEERS, NORFOLK DISTRICT 23-SPGP-PASDO SELF-VERIFICATION FORM CATEGORY A PIER STRUCTURES Expires: August 21, 2028 Please review the 23-SPGP-PASDO before completing this form. This can only be used for proposed PRIVATE USE structures that comply with the terms and conditions of the 23-SPGP-PASDO located on the Corps website: htps/honensousaceanisaeaulalon/RBrmlonal . 1. Has the permittee reviewed the 23-SPGP-PASDO and verified that the proposed structures are in compliance with all the terms, conditions, and limitations of 23-SPGP-PASDO? YES NO 2. Are the proposed structures for private use only? E YES NO 3. To avoid adverse effects to navigation, do the proposed structures extend no more than one- fourth of the distance across the waterway measured from either mean high water (MHW) to MHW (including all channelward wetlands) or ordinary high water (OHW) to OHW (including all channelward wetlands)? E YES NO 4. If the proposed structures cross wetland vegetation, are they an open-pile design that has a maximum width of five (5) feet and a minimum height of four (4) feet between the decking and the wetland substrate? D YES NO N/A 5. Do the proposed structures include no more than two (2) lifts and no more than two (2) boat slips? D YES NO N/A 6. Is the open-sided roof structure designed to shelter a boat no more than 700 square feet and/or is the open-sided roof structure or gazebo structure designed to shelter a pier no more than 400 square feet? D YES D NO N/A 7. Are all piles associated with the proposed structure non-steel, no more than 12" in diameter, and will there be no more than 25 piles installed channelward of MHW? a YES a NO 8. When operationally feasible, is all work occurring behind cofferdams, turbidity curtains, or other methods used to control turbidity? YES D NO 9. If the proposed structures are to be located within an anadromous fish use area, will the prospective permittee adhere to the anadromous fish use area time of year restriction (TOYR) prohibiting in- water work from occurring between February 15 through June 30 of any given year if 1) piles are to be installed with a cushioned impact hammer and there are fewer than 492 feet between the most channelward pile and mean low water (MLW) on the opposite shoreline; or 2) piles are to be installed with a vibratory hammer and there are fewer than 384 feet between the most channelward pile and MLW on the opposite shoreline? htps/services.dwrvirginagov/fw5. D YES D NO N/A 10. Is all work occurring outside of submerged aquatic vegetation (SAV) mapped by the Virginia Institute of Marine Sciences' (VIMS) most recent survey year and 5-year composite? htps/mobiackvmsedusavsawabman. YES NO 11. Has the permittee ensured the construction of the proposed structures will not affect federally listed threatened or endangered species or designated critical habitat? NOAA PRD: htps/www.fisheries.noaa.gov/new-england-mic-atllantic/consulationslsection-7- consulalions-grealeratantic-region : and US Fish and Wildlife Service: ICSIPAGECORRNSANA YES D NO 13 Recieved by VMRC April 24, 2025 map 12. Will the proposed structures be located outside of the following waterbodies: Broad Creek in Middlesex County, Fisherman's Cove in Norfolk, or the Salt Ponds in Hampton? - YES a NO 13. Is your project located outside of the Section 408 Review Area boundaries for civil works projects (e.g. federal navigation channels, flood risk management projects, or aquatic ecosystem restoration projects) as depicted on the "Norfolk District Section 408 Review Layer" in the Norfolk District Section 408 Map? pS/www.nao.usaceammAmHAD8Re/eN. a YES D NO 14. Is your project located outside of any federal property? Federal property can be located on the "NAO Real Estate Data - CWLDM Land Parcel Area" layer on the Norfolk District Section 408 Map? tps/Mww.nao.isaceamyml40Revew. . - YES NO 15. Will the proposed structures be located outside of any Designated Trout Waters? htps/senyces.dwrviginagov/fwis YES LJ NO 16. If the proposed structures include floatation units, will the floating sections be braced sO they will not rest on the bottom during periods of low water? YES NO N/A 17. Does the permittee recognize this form does not authorize any dredging or filling of waters of the United States (including wetlands) and does not imply that future dredging proposals or any other structures will be approved by the Corps? YES - NO Ify you have answered "NO" to any of the questions above, then the Category A Self-Verification of the 23-SPGP-PASDO does NOT apply, and you are required to obtain written authorization from the Corps prior to performing the work. If you answered "YES" (or "N/A, where applicable) to all of the questions above, you are in compliance with the Category A Self-Verification of the 23-SPGP-PASDO. Please sign below and submit this self- verification form with your completed Joint Permit Application (JPA). This signed form serves as your letter of authorization from the Corps. You WILLI NOT receive any other written authorization from the Corps; however, you MAY NOT proceed with construction until you have obtained all other necessary state and local permits. By signing below, I certify that I have read and understand all conditions of the Army Corps of Engineers Norfolk District Regulatory Branch 23-SPGP-PASDO, dated August 22, 2023. - accept all of the terms and conditions of the permit, including the limits of federal liability contained in the 23-SPGP-PASDO enclosure. I acknowledge that structures authorized under this permit may be exposed to waves caused by passing vessels. The permittee is solely responsible for the integrity of the permitted structures and any resulting wave damage to such structures or moored vessels. I accept that the United States is not liable in any way for such damage and that the permittee will not seek to involve the United States in any actions or claims regarding such damage. Proposed work location: Supyfbnik 7104 George Washington Memorial Hwy Signature of Property Owner(s) or Agent Gloucester, VA 23061 3/05/2025 Date VMRC Number 14 Recieved by VMRC April 24, 2025 map Part 3 - Appendices (continued) Appendix B: Projects for Shoreline Stabilization in tidal wetlands, tidal waters and dunes/beaches including riprap revetments and associated backfill, marsh toe stabilization, bulkheads and associated backfill, breakwaters, beach nourishment, groins, jetties, and living shoreline projects. Answer all questions that apply. Please provide any reports provided from the Shoreline Erosion Advisory Service or VIMS. NOTE: It is the policy oft the Commonwealth that living shorelines are the preferred alternative for stabilizing tidal shorelines (Va. Code $ 28.2-104.1). Information on non-structural, vegetative alternatives (i.e., Living Shoreline) for shoreline stabilization is available at tpcemaimsdran zone/living horelnes/ndes.htm, 1. Describe each revetment, bulkhead, marsh toe, breakwater, groin, jetty, other structure, or living shoreline project separately in the space below. Include the overall length in linear feet, the amount of impacts in acres, and volume of associated backfill below mean high water and/or ordinary high water in cubic yards, as applicable: Approximately 43 linear feet of riprap revetment is proposed in an area currently covered with concrete rubble. The rubble with be removed and stockpiled. The rubble will be broken into smaller pieces and used as core material for the revetment. The revetment will be installed on filter cloth and and a mixture of class 1 and class 2 stone will be utilized as armor over the broken concrete. 2. What is the maximum encroachment channelward of mean high water?1 feet. Channelward of mean low water?0 feet. Channelward of the back edge of the dune or beach? feet. 3. Please calculate the square footage of encroachment over: Vegetated wetlands 00 square feet Non-vegetated wetlands 0 square feet Subaqueous bottom 0 square feet Dune and/or beach 0 square feet 4. For bulkheads, is any part ofthe project maintenance or replacement ofa previously authorized, currently serviceable, existing structure? X Yes No. Ify yes, will the construction of the new bulkhead be no further than two (2) feet channelward ofthe existing bulkhead? Yes No. Ifno, please provide an explanation for the purpose and need for the additional encroachment. Install a one foot concrete bulkhead extension on top of the existing bulkhead b the extension will not exceed any existing foot print. ApisuaRasaAdAENES 24, 2025 map 17 Part 3 = Appendices (continued) 5. Describe the type of construction and all materials to be used, including source ofbackfill material, if applicable (e.g., vinyl sheet-pile bulkhead, timber stringers and butt piles, 100% sand backfill from upland source; broken concrete core material with Class II quarry stone armor oyer filter cloth). NOTE: Drawings must include construction details, including dimensions, design and all materials, including fittings if used. The rubble will be broken into smaller pieces and used as core material for the revetment. The revetment will be installed on filter cloth and and a mixture of class 1 and class 2 stone will be utilized as armor over the broken concrete. 6. Ifu using stone, broken concrete, etc. for your structure(s), what is the average weight of the: Core (inner layer) material CLASS 1 pounds per stone Class size 5-10 Armor (outer layer) material CLASS 2 pounds per stone Class size 25-50 7. For beach nourishment, including that associated with breakwaters, groins or other structures, provide the following: Volume of material cubic yards channelward of mean low water cubic yards landward ofmean low water cubic yards channelward of mean high water cubic yards landward of mean high water Area to be covered square feet channelward of mean low water square feet landward of mean low water square feet channelward of mean high water square feet landward of mean high water Source of material, composition (e.g. 90% sand, 10% clay): Method oftransportation and placement: Describe any proposed vegetative stabilization measures to be used, including planting schedule, spacing, monitoring, etc. Additional guidance is available at htp/wwvimsdwaboseachiisple-phamingtsudeines ApplisatidRevieane 2028 24, 2025 map 18 Part 4 - Project Drawings Plan view and cross-sectional view drawings are required for all projects. Application drawings do not need to be prepared by a professional draftsman, but they must be clear, accurate, and should be to an appropriate scale. Ifa scale is not used, all dimensions must be clearly depicted in the drawings. If available, a plat of the property should be included, with the existing and proposed structures clearly indicated. Distances from the proposed structure(s) to fixed points of reference (benchmarks) and to the adjacent property lines must be shown. A vicinity map (County road map, USGS Topographic map, etc.) must also be provided to show the location of the property. NOTE: The sample drawings have been included at the end of this section to provide guidance on the information required for different types of projects. Clear and accurate drawings are essential for project review and compliance determination. Incomplete or unclear drawings may cause delays in the processing of fyour application. The following items must be included on ALL project drawings: (plan and cross-sectional, as appropriate) name of project north arrow scale waterway name - existing and proposed structures, labeled as such - dimensions of proposed structures mean high water and mean low water lines all delineated wetlands and all surface waters on the site, including the Cowardin classification (i.e., emergent, scrub-shrub, or forested) for those surface waters (if applicable) limits of proposed impacts to surface waters, such as fill areas, riprap scour protection placement, and dredged areas, and the amount of such impacts in square feet and acres ebb/flood direction adjacent property lines and owner's name distances from proposed structures to fixed points of reference (benchmarks) and adjacent property lines AppisatdkRmwidaae. 208B 24, 2025 map 22 NOILDIS INSWIN3A38 GNV SELON WHEN3S & 6 a 190E2 VA W319300070 NINVddVI 1209 E 8 NOISNEIXE GVHMTN8 9 d* 383 8 . e o . & $ 1 B E - - - - - e 6 : 2 a E I 8 #s a - 9 2 S I I % - 3 I 8 $ h 1 3 * k 8 52 - 8 E - S 3 I I 1 E E 8 a I B & N 0-. - I * 9 98 I de : I y - I I ! 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E 8 1 I 3 5 2e 9 a I I € I I E o 08 2 Y a e I a 88 I - I 38 s22 I I B I L - a a - 4ed I I NOIOIS INEWIN3A3H GNV NOLLD3S NOILIGOGV OV3HMnE E a 40CSZ VA 4319390070 NNVddVI 4299 3 a NOISNEIXE GV3HMTN8 5 8 g a LaB y 5 - 8 o 0-.L .0-5 à 1 0 a NVId ILIS a - 190CZ VA w31s30000 NINVddVIIZ99 NOISN31X3 OV3HMI08 + Ccoou : 663 A BEAT HLSON 89 - : - a - - - & - e 3 a 9 - 6 S 9 E a - - n o 0 s S C * ( * - p a 5 3 E I € : 3 E North Proposed Riprap REVEtnSR Meidara Horsley Tappan Lane North River North River Gloucester County Flood Overall Plan View 12-5-2022 Recieved by VMRC April 24, 2025 map roposed revetmentworky Concle Existing concrete bulkhea Failed concrete bulkhead EMistingwetlands Horsley Tappan Lane North River Gloucester County Plan View Revetment 12-5-2022 imagery Dates 5/1/2021 lat 37.39165 Recieved by VMRC April 24, 2025 map Section Views Revetment Existing Existing concrete and brick rubble Sparse wetlands vegetation A MHW Mean tide range 2.5' Ewisting MLW substrate Proposed Class 1 & 2 stone 3' MHW Horsley Mean tide range 2.5' Tappan Lane North River Existing MLW 12' substrate Gloucester County Existing rubble broken Section views Revetment Filter cloth 2'x2' toe into appropriate size pieces 12-5-2022 Recieved by VMRC April 24, 2025 map BM2 BM1 Sparse salt bush and Spartina patens NOT TO BE REMOVED 43' Existing rubble broken into Appropriate sizes and used as Core material for revetment Per cross section view BM4 BM3 Sandy Beach 12' Mean high water Horsley Tappan Lane North River Mean low water Gloucester County Plan View Revetment 12-5-2022 Recieved by VMRC April 24, 2025 map