DEGE E - V[ E MAR 03 2025 From: Gregory "Mike" Henrich To: MRC- jpa Permits Subject: POWELL, DOUG AND ELKE JPA 6966 Bray Rd, Hayes, VA 23072.pdf By SMA Date: Thursday, February 27, 2025 4:29:02 PM Attachments: Outookxmlkdr.ang POWELL DOUG AND ELKE Letter of Engagement.pdr 25030013 Have a Great Day Mike Henrich Permit Division LLC Shoreline Design and Permits Permidwsonegmalcom - 7225 % PERMIT Received by VMRC February 27, 2025 /blh * 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.hovde.inpiniazovlesamiomsasn). 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 if the 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 paid at the time of permit issuance by VMRC. VMRC staff will send the permittee a letter notifying him/her ofthe 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 htp/sem.vimiclunmits web/guidance/local wetlands boards. html. FOR AGENCY USE ONLY Notes: JPA # 25-0453 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 8-1/2x 11 inch sheets of paper. Check all that apply Pre-Construction Notification (PCN) PASDO - PGP Self Verification E NWP# (Replaces Regional Permit 17 (ForNationwide Permits ONLY No DEQ- (RP-17) checklist) VwPp permit writer will be assigned) County or City in which the project is located:Gloucester Waterway at project site: York 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federal, state, and local pre application coordination, site visits, previous permits, or applications whether issued, withdrawn, or denied) Historical information for past permit submittals can be found online with VMRC https /webapps.r EVTPISMRECNEINe or VIMS http:!lccrm. vims. adupemsinepermisl htm! Agency Action / Activity Permit/Project number, including any Date of Ifdenied, give reason non-reporting Nationwide permits Action for denial previously used (c.g., NWP 13) Application Revised: August 2023 5 Received by VMRC February 27, 2025 /blh Part 1 - General Information (continued) 1. Applicant's legal name* and complete mailing address: Contact Information: Home POWELL, DOUGLAS * GIKe Porverl Work 6966 Bray Rd, Hayes, VA 23072 Fax Tax Map Number: 50-79B0 Cell e-mail 703 431-5302 State Corporation Commission Name and ID Number (ifa applicabie) Dougiasgyenzon.ner 2. Property owner(s) legal name* and complete address, if different from applicant: Contact Information: Home I11w Frankln Court Southwest Work Leesburg VA 20175 Fax Cell e-mail State Corporation Commission Name and ID Number (if applicable) 3. Authorized agent name* and complete mailing Contact Information: address (ifa applicable): Home Gregory M. Henrich Work PO Box 1021 Fax West Point VA 23181 Cell 657 337-7225 e-mail pemmidwson@ymail.com State Corporation Commission Name and I Number (ifa applicable) *Ifr multiple applicants. property owners, and/or agents, each must be listed and each musts sien the applicant signature page. 4. Provide a detailed description of the project in the space below, including the type ofp 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 of installation (e.g. hammer, vibratory, jetted, etc). Ifadditional space is needed, provide a separate sheet of paper with the project description. THE EXISTING BULKHEAD WILL BEE ABANDONED AND A PROPOSED REVETMENT/GROIN WILL BE CONSTRUCTED. THE REVETMENT WILL BE 8' AND BE INSTALLED ALONG THE EXISTING SHORELINE. THE PROPOSED GROIN WILL EXTEND 50' CHANNEL WARD WITH A 14' BASE. THE OWNER ALSO PROPOSES TO BUILD A PIER WITH A FLOATING DOCK AND BOAT LIFT 36 PILINGS ANY OYSTERS WITHIN THE FOOTPRINT OF THE REVETMENT WILL BE RELOCATED TO THE FOOT OF THE REVETMENT, STAYING ONSITE. Application Revised: August 2023 6 Received by VMRC February 27, 2025 /blh Part 1 - General Information (continued) 5. Have you obtained a contractor for the project? Yes* No. *Ifyour answer is "Yes" complete the remainder ofthis question and submit the Appicant'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 (ifa applicable) *] Ifr multiple contractors, each must be listed and each must sign the applicant signature page. 6. List the name, address and telephone number oft 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 Daily Press clo Virginia Media (757 )247-4600 P.O. Box 2820 Norfolk, VA 23501 7. Give the following project location information: Street Address (911 address if available)6966 Bray Rd, KPC: 17494 Lot/Block/Parcel# Tax Map Number: 50-79B Subdivision City/ / County Hayes, City ZIP Cod@3072 Latitude and Longitude at Center Point of Project Site (Decimal Degrees): 37.27649 / -76.51426 (Example: 36.41600-76.3073) If the 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 ofthe 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 of and 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. 99 Primary purpose To protect property from erosion due to boat wakes. Secondary purpose To provide safer access to a pier. Application Revised: August 2023 7 Received by VMRC February 27, 2025 /blh Part 1 - General Information (continued) 9. Proposed use (check one): Single user (private, non-commercial, residential) XMulti-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. Proposed dimensions are minimized to reduce impacts on navigable waterway yet adequately protect against erosion and provide water access. Any impacts to landscape upland vegetation will be repaired upon project completion. Permittee will adhere to the anadromous fish use area TOYR prohibiting inwater work from occurring between February 15 through June 30 of any given year if determined to be anadromous fish use area. 11. Is this application being submitted for after-the-fact authorization for work which has already begun or been completed? Yes XNo. 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.): $90,000 Approximate cost oft that portion of the project that is channelward of mean low water: S 35.000 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. FLEMING, BLAKE A 6960 BRAY RD Hayes, VA 23072 LEVY, MARY Tax Map Number: 50-79 2334 BUTLER BAY DR NORTH WINDERMERE FL: 34786 Application Revised: August 2023 8 Received by VMRC February 27, 2025 /blh Docusign Envelope ID: 1FD3452C-1005-4F3E-A373-39DE21BBF720 Part 2 - Signatures 1. Applicants and property owners (if different from appliçant). 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 of 1972. These laws require that individuals obtain permits that authorize structures and work in or affecting navigable waters ofthe United States, the discharge of dredged or fill material into waters ofthe 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, both in reviewing a proposal to issue a permit and after permit issuance to determine compliance with the permit. In addition, I certify under penalty oflaw 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. Iam aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. BOWLES, DAVID Applicant's Legal Name (printed/typed) (Use if more than one applicant) Signed by: Daxid Dowls 200F168104294E8- Applicant' S Signature (Use if more than one applicant) 12/17/2024 Date Property Owner's Legal Name (printed/typed) (Use ifmore than one owner) (If different from Applicant) Property Owner's Signature (Use if more than one owner) Date Application Revised: August 2023 9 Received by VMRC February 27, 2025 /blh Docusign Envelope ID: 1FD3452C-10054F3EA37339DE21B8F720 Part 2 = Signatures (continued) 2. Applicants having agents (fapplicable) CERTIFICATION OF AUTHORIZATION I (we), BOWLES, DAVID 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. fregory ferrick (Agent's Sighature) (Use if more than one agent) 12/17/2024 - (Date) Signedby: Oaxid Bowles (Applicant" SigHafareEs. (Usei if more than one applicant) 12/17/2024 (Date) 3. Applicant's having contractors (fapplicable) CONTRACTOR ACKNOWLEDGEMENT I (we), BOWLES, DAVID have contracted Bay River Marine Construction (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 of the permits may constitute a violation ofapplicable 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. Ifwe 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 a properly signed and executed permit and are in full compliance with all terms and conditions. Bay River Marine Construction 153 FAIRVIEW ROAD NEWPORT NEWS VA 23606 Contractor's name or name of firm Contractor's or firms address 2705189926 Contractor's signature and title Contractor's License Number Signodt by: Daid bowles Applicant's SSTARGEMER. (use if more than one applicant) 12/17/2024 Date Application Revised: August 2023 10 Reçeived by VMRC February 27, 2025 /blh Part 2 = Signatures (continued) ADJACENT PROPERTY OWNER'S ACKNOWLEDGEMENT FORM I (we), FLEMING, BLAKE A own land next to (across the water (Print adjacent/nearby property owner's name) from/on the same cove as) the land OfFLEMING BLAKE A (Print applicant' s name(s)) I have reviewed the applicant's project drawings dated (Date) to be submitted for all necessary federal, state and local permits. I HAVE NO COMMENT ABOUT THE PROJECT. I DO NOT OBJECT TO THE PROJECT. I 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: If you 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. Application Revised: August 2023 11 Received by VMRC February 27, 2025 /blh Part 2 - Signatures (continued) ADJACENT PROPERTY OWNER'S ACKNOWLEDGEMENT FORM I( (we), LEVY MARY own land next to (across the water (Print adjacent/nearby property owner's name) from/on the same cove as) the land ofPOWELL, DOUGLAS (Print applicant's s name(s)) Ihave reviewed the applicant's project drawings dated (Date) to be submitted for all necessary federal, state and local permits. I HAVE 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 ift 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. Application Revised:. August 2023 12 Received by VMRC February 27, 2025 /blh 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: https/www.nao.usace.ammy.miMissions/Requlatony/RBregional 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? LYES 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)? YES NO 4. Ift 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? (ES J NO a NIA 5. Do the proposed structures include no more than two (2) lifts and no more than two (2) boat slips? ES NO a N/A 6. Is the open-sided roof structure designed to shelter a boat no more than 700 square feet andlor is the open-sided roof structure or gazebo structure designed to shelter a pier no more than 400 square feet? ES NO NIA 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? YES NO 8. When operationally feasible, is all work occurring behind cofferdams, turbidity curtains, or other methods used to control turbidity? CYES a NO 9. Ift 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? tips/servces.dwr.viinagov/ws. YES NO D 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? https:/ obiackvims.edulsalsavwabmap! 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/Mw.fsheresnomasowneendanémicatiniconauttalonssection- consulations-greaterallantic-region : and US Fil and Wildlife Service: https-/ipac.ecosphere.ws.gov a YES . NO 13 Received by VMRC February 27, 2025 /blh 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? a YES D NO 13. Is your roject 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? tpsympw.naousacaammymI4D8ReMeN. D YES D NO 14. Is youl-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/waw.no.usaceaymV40ARevEw. YES NO 15. Will theproposed structures be located outside of any Designated Trout Waters? htps/senices.dwryvirinagov/fwis YES NO 16. Ift 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 a 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? (ES NO Ify you have answered "NO" to any of the questions above, then the Category A Sell-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. Ify 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 WILL 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. - 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: Tax Map Number: 50-79B gugoy fernick Signature of Property Owner(s) or Agent 6966 Bray Rd, Hayes, VA 23072 12/20/2025 Date VMRC Number 14 Received by VMRC February 27, 2025 /blh Part 3 - Appendices Please complete and submit the appendix questions applicable to your project, and attach the required vicinity map(s) and drawings to your application. Ifan item does not apply to your project, please write "N/A" in the space provided. Appendix A: (TWO PAGES) Projects for Access to the water such as private and community piers, boathouses, marinas, moorings, and boat ramps. Answer all questions that apply. 1. Briefly describe your proposed project. PROPOSED 80'X6' WALKWAY WITH 8'X10 L HEAD WITH A 8'X10 FLOATING PIER. A 5'X 47' FINGER PIER AROUNG A 16K BOAT LIFT 2. For private, noncommercial piers: Do you have an existing pier on your property? Yesx No Ify yes, will it be removed? Yes No Is your lot platted to the mean low water shoreline? X Yes No What is the overall length oft the proposed structure? 80 feet. Channelward of Mean High Water? 10 feet. Channelward of Mean Low Water? 15 feet. What is the area of the piers and platforms that will be constructed over Tidal non-vegetated wetlands 0 square feet. Tidal vegetated wetlands 0 square feet. Submerged lands 737 square feet. What is the total size of any and all L- or T-head platforms?160 sq. ft. For boathouses, what is the overall size of the roof structure?0 sq. ft. Will your boathouse have sides? YesX No. NOTE: All proposals for piers, boathouses and shelter roofs must be reviewed by the Virginia Marine Resources Commission (Commission or VMRC), however, pursuant to $ 28.2-1203 A 5 of the Code ofVirginia a VMRC permit may not be required for such structures (except as required by subsection D of $ 28.2-1205 for piers greater than 100 feet in length involving commercially productive leased oyster or clam grounds), provided that (i) the piers do not extend beyond the navigation line or private pier lines established by the Commission or the United States Army Corps of Engineers (USACE), (ii) the piers do not exceed six feet in width and finger piers do not exceed five feet in width, (iii) any L or T head platforms and appurtenant floating docking platforms do not exceed, in the aggregate, 400 square feet, (iv) if prohibited by local ordinance open-sided shelter roofs or gazebo-type structures shall not be placed on platforms as described in clause (ii), but may be placed on such platforms ifr not prohibited by local ordinance, and (v) the piers are determined not to be a navigational hazard by the Commission. Subject to any applicable local ordinances, such piers may include an attached boat lift and an open-sided roof designed to shelter a single boat slip or boat lift. In cases in which open-sided roofs designed to shelter a single boat, boat slip or boat lift will exceed 700 square feet in coverage or the open-sided shelter roofs or gazebo structures exceed 400 square feet, and in cases in which an adjoining property owner objects to a proposed roof structure, permits shall be required as provided in $ 28.2-1204. Application Revised: August 2023 15 Received by VMRC February 27, 2025 /blh Part 3 - Appendices (continued) 3. For USACE permits, in cases where the proposed pier will encroach beyond one fourth the waterway width (as determined by measuring mean high water to mean high water or ordinary high water mark to ordinary high water mark), the following information must be included before the application will be considered complete. For an application to be considered complete: a. The USACE MAY require depth soundings across the waterway at increments designated by the USACE project manager. Typically 10-foot increments for waterways less than 200 feet wide and 20- foot increments for waterways greater than 200 feet wide with the date and time the measurements were taken and how they were taken (e.g., tape, range finder, etc.). b. The applicant MUST provide aj justification as to purpose if the proposed work would extend aj pier greater than one-fourth of the distance across the open water measured from mean high water or the channelward edge of the wetlands. C. The applicant MUST provide justification ift the proposed work would involve the construction of a pier greater than five feet wide or less than four feet above any wetland substrate. 4. Provide the type, size, and registration number of the vessel(s) to be moored at the pier or mooring buoy. Type Length Width Draft Registration # NIA 5. For Marinas, Commercial Piers, Governmental Piers, Community Piers and other non-private piers, provide the following information: A) Have you obtained approval for sanitary facilities from the Virginia Department of Health? (required pursuant to Section 28.2-1205 Cofthe Code ofVirginia). B) Will petroleum products or other hazardous materials be stored or handled at your facility? C) Will the facility be equipped to off-load sewage from boats? D) How many wet slips are proposed? How many are existing? E) What is the area oft the piers and platforms that will be constructed over Tidal non-vegetated wetlands square feet Tidal vegetated wetlands square feet Submerged lands square feet 6. For boat ramps, what is the overall length of the structure? feet. From Mean High Water? feet. From Mean Low Water? feet. Note: drawings must include the construction materials, method ofi installation, and all dimensions. If tending piers are proposed, complete the pier portion. Note: If dredging or excavation is required, you must complete the Standard Joint Point Permit application. Application Revised: August 2023 16 Received by VMRC February 27, 2025 /blh 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 ofthe 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 Mtpsmsimadd.ntal zone/living shorelines/nder.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: THE EXISTING BULKHEAD WILL BEE ABANDONED AND A PROPOSED REVETMENT/GROIN WILL BE CONSTRUCTED. THE REVETMENT WILL BE 8'X140' AND BE INSTALLED ALONG THE EXISTING SHORELINE. THE PROPOSED GROIN WILL EXTEND 50' CHANNEL WARD WITH A 14' BASE. Impacted area: 1820 SQFT 2. What is the maximum encroachment channelward of mean high water50 feet. Channelward of mean low waterA0 feet. Channelward oft the back edge ofthe dune or beache.0 feet. 3. Please calculate the square footage of encroachment over: o Vegetated wetlands square feet Non-vegetated wetlands 1120 square feet 560 Subaqueous bottom square feet Dune and/or beach square feet 4. For bulkheads, is any part of theproject maintenance or replacement of a previously authorized, currently serviceable, existing structure? Yes No. Ify yes, will the construction of the new bulkhead be no further than two (2) feet channelward of the existing bulkhead? Yes No. please provide explanation for the and need for the additional encroachment. "EASS bulkhead in à failing condition PHROIE is no longer serviceable a revetment will be used in its place. Application Revised: August 2023 17 Received by VMRC February 27, 2025 /blh Part 3 - Appendices (continued) 5. Describe the type of construction and all materials to be used, including source of backfill 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 over filter cloth). NOTE: Drawings must include construction details, including dimensions, design and all materials, including fittings if used. Revetment consists of Class I riprap and filter fabric. Entirety of project will be constructed upslope of the current timber bulkhead which is failing and will be removed with this project. 6. If using stone, broken concrete, etc. for your structure(s), what is the average weight ofthe: Core (inner layer) material100 pounds per stone Class sizey Armor (outer layer) material NIA pounds per stone Class SiZEN/A 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 of mean 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 of transportation and placement: Describe any proposed vegetative stabilization measures to be used, including planting schedule, spacing, monitoring, etc. Additional guidance is available at htp/ww.vims.cdwaboulscar.Mimdexphp/g-plantingtguidelines: Application Revised: August 2023 18 Received by VMRC February 27, 2025 /blh 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 ofreference (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 oft the property. NOTE: The sample drawings have been included at the end ofthis 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 your 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 Application Revised: August 2023 22 Received by VMRC February 27, 2025 /blh E - a : - - ISTING PLAN VIEW 6966 BRAY ROAD GLOUCESTER, VA JPA - I D E PROPOSED PLAN VIEW 6966 BRAY ROAD GLOUCESTER, VA JPA XVW - n 9 - 5 & - ROFILE & NOTES 6966 BRAY ROAD GLOUCESTER, VA JPA a I 4 MINIMUM 0 PROFILE & NOTES (2) 6966 BRAY ROAD GLOUCESTER, VA JPA t E - - M 1 / N OTES & DETAILS 6966 BRAY ROAD GLOUCESTER, VA JPA