From: Chris Davis EG 6 - To: MRC- - jpa Permits E Cc: Corbin, Jeff: Johnson. Mike (MRC): Morgan Rudd; AS DEL Subject: JPA Applicatioin MAY Date: Wednesday, May 21, 2025 4:57:48 PM 272 Attachments: 2025 Averelle Mary Smith, JPA 5-18-25.pdf By Averelle Smith Impact Chart4-2-25.xsx ASmith Area Map.pdf ASmith Local Map.pdf sm AMary Smith Plan View 5-18-25.pdf AMarys Smith Profiles 5-18-25.pdf OR 24x35.png AMary SmithP Pq. 10: signed.pdf AMary Smith Pg 9 signed.pdf 25050410 Please find all documents attached. Received by VMRC May 21, 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 Amp.ayivde.irziniazvlemiosasp). 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 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 p/semvimscdwpmits webguidance/local. wetlands boards.html. FOR AGENCY USE ONLY Notes: JPA # 25-1154 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. If additional space is needed, attach 8-1/2 x 11 inch sheets of paper. Check al! that apply Pre-Construction Notification (PCN) PASDO - PGP Self Verification NWP # (Replaces Regional Permit 17 (For Nationwide Permits ONLY- -No DEQ- (RP-17) checklist) VWP permit writer will be assigned) Gloucester County County or City in which the Ware project is located: Waterway at project site: PREV/OUS.ACTIONS RELATED TO THE PROPOSED WORK (Include all federal, state, and local pre application coordination, site visits, previous permits, or applications whetherissued, withdrawi, or denied) Historical information for past permit submittals can be found online with VMRC PYANRpAEVIRNNT govipublichabital - or VIMS tp.lem.imscdupemsneupemiahin) Agency Action / Activity Permit/Project number, including any Date of Ifc denied, give reason non-reporting Nationwide permits Action for denial previously used (e.g., NWP 13) Application Revised: August 2023 5 Received by VMRC May 21, 2025 /blh Part 1 - General Information (continued) 1. Applicant's legal name* and complete mailing address: Contact Information: Home Averelle Mary Smith Work 6482 Glenside Court Fax Gloucester, VA Cell 23061 e-mail 301 674-3357 State Corporation Commission Name and ID Number (if applicabie). lesmithgaol.com 2. Property owner(s) legal name* and complete address, ifdifferent from applicant: Contact Information: Home Work Fax Cell e-mail State Corporation Commission Name and ID Number (if applicable) 3. Authorized agent name* and complete mailing Contact Information: address (if applicable): Home Chris Davis Work 504 Smoketree Ct. Fax North Chesterfield, VA. Cell (804 838-3103 23236 e-mail easphasayieainey.an State Corporation Commission Name and ID Number (ifa applicable) * Ifmultiple applicants. property owners. and/or agents. each must be listed and each musts sign the applicant sienature page. 4. Provide a detailed description oft 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 ofinstallation (e.g. hammer, vibratory,, jetted, etc). If additional space is needed, provide a separate sheet of paper with the project description. A The project is to install a Living Shoreline for 96 Linear Feet using Quick Reef oyster sill, backfilled with sand and planted with Spartina grasses. All work will be above MLW. All materials will be installed from Shore and delivered over the lawn. No clearing or grading is required in the wetland jurisdiction. Elements of the existing, decaying bulkhead will be cut down, and removed, along with a large tree stump and concrete pad. The north end of the project will have a 5' opening per requirement. A net gain of 612 Ft2 of new marsh grass will result from 1080 ft? planted over 468 ft? of impacted wetlands. Reefs will have a total 280 Ft2 footprint. Application Revised:. August 2023 6 Received by VMRC May 21, 2025 /blh Part 1 - General Information (continued) 5. Have you obtained a contractor for the project? Yes* No. *Ify your answer is "Yes" complete the remainder oft this question and submit the Applicant's and Contractor's Acknowledgment Form (enclosed) Contractor's name* and complete mailing address: Contact Information: Home Native Shorelines Work 1101 Haynes St, Suite 211 Fax Raleigh, NC 27604 Cell email 252 333-9852 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 oft the 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 PO Boz 2060 Gloucester, VA 23031 7. Give the following project location information: Street Address (911 address if available) 6920 Ware Neck Road LotBlock/Parcel#: 33-149 RPC: 13179 Subdivision City / County. Gloucester, VA ZIP Code3061 Latitude and Longitude at Center Point of Project Site (Decimal Degrees): 37.401265 - 76.472958 (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 ofthe proposed project. A. supplemental map showing how the property is to be subdivided should also be provided. From Gloucester Court House, go east on Route 14 from the stoplight at its intersection with Main Street. Go right onto Ware Neck Road. Driveway for 6920 will be on the right. This driveway parallels one just to its north that goes to #6930. Do not take this driveway to visible house. Take a right turn at the end of the driveway before the fenced in property straight ahead. Follow rough driveway around to shoreline. No house is on the property, but a new dock has been installed. 8. What are the primary and secondary purposes ofa 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 may be "to provide safer açcess a PYROSSA primary purpose of the project is t ii the erosion that is undercutting the bank using a Living Shoreline. The secondary purpose is to maximize environmental contribution by combining the LS with an oyster reef sill. Application Revised: August 2023 7 Received by VMRC May 21, 2025 /blh Part 1 - General Information (continued) 9. Proposed use (check one): 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 gand after project construction. Please be advised that unavoidable losses oftidal wetlands andlor aquatic resources may require compensatory mitigation. SEAS engineer has determined that a Living Shoreline is possible, sO no altematives were considered in order to conform to State Law. There will be a net gain in marsh grasses. There is some thin vegetated wetlands in the project area, no SAVs in the intertidal zone, or sensitive buffer areas. No clearing, grading nor excavating is required in Wetlands. One large pin oak that is being undercut is hoped to be saved by the project. 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 oft the project which are already complete in the project drawings. 12. Approximate cost of the entire project (materials, labor, etc.): $45,000 Approximate cost of that portion of the project that is channelward of mean low water: $ 0 13. Completion date of the proposed work: April 30 2026 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 ofyour application by VMRC. Steve Hanson 6699 Fox Centre Parkway PMB 166 Gloucester, VA 23061 Cecil Booker Family Trust & Barbara McGowen Booker PO Box 953 Gloucester, Va. 23031 Application Revised: August 2023 8 Reçeived by VMRC May 21, 2025 /blh 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 ofthe 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 of the United States, the discharge of dredged or fill material into waters ofthe United States, and the transportation ofdredged 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 ifthe information requested is not provided. CERTIFIÇATION: 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. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Applicant's Legal Name (printed/typed) (Use if more than one applicant) Applicant's Signature (Use if more than one applicant) Date Property Owner's Legal Name (printed/typed) (Use if more than one owner) (If different from Applicant) Property Owner's Signature (Use ifmore than one owner) Date Application Revised: August 2023 9 Received by VMRC May 21, 2025 /blh Part 2 - Signatures (continued) 2. Applicants having agents (fapplicable) CERTIFICATION OF AUTHORIZATION I( (we), hereby certify that I (we) have authorized (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. (Agent's Signature) (Usei ifr more than one agent) (Date) (Applicant's Signature) (Use if more than one applicant) (Date) 3. Applicant's having contractors (if applicable) CONTRACTOR ACKNOWLEDGEMENT I (we), have contracted (Applicant's legal name(s)) (Contractor's name(s)) to perform the work described in this Joint Permit Application, signed and dated 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 applicable 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 ofstopping 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. Contractor's name or name of firm Contractor's or firms address Contractor's signature and title Contractor's License Number Applicant's signature (use if more than one applicant) Date Application Revised: August 2023 10 Received by VMRC May 21, 2025 /blh Part 2 - - Signatures (continued) ADJACENT PROPERTY OWNER'S ACKNOWLEDGEMENT FORM Steve Hanson I (we), own land next to (across the water (Print adjacent/nearby property owner's s name) Averelle Mary Smith from/on the same cove as) the land of (Print applicant's name(s)) 5-18-25 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. 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. Application Revised: August 2023 11 Received by VMRC May 21, 2025 /blh Part 2 - Signatures (continued) ADJACENT PROPERTY OWNER'S ACKNOWLEDGEMENT FORM Cecil Booker Family Trust I (we), own land next to (across the water (Print adjacent/nearby property owner's name) Averelle Smith from/on the same cove as) the land of Mary (Print applicant's name(s)) 5-18-2025 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. II DO 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. Application Revised: August 2023 12 Received by VMRC May 21, 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: htps/wow-nRousaceammsMisieNulaton/RBregdional . 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? YES J 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? a YES NO NIA 5. Do the proposed structures include no more than two (2) lifts and no more than two (2) boat slips? 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? YES NO ONIA 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? D YES D NO 8. When operationally feasible, is all work occurring behind cofferdams, turbidity curtains, or other methodsused to control turbidity? YES 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 fe opposite shoreline? htps/servicesdwrviginiagov/fws. J YES NO D N/A 10. Is all work occurring outside of submerged aquatic vegetation (SAV) mapped by the Virginia Institute, pf Marine Sciences' (VIMS) most recent survey year and 5-year composite? https: daahiaNs 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: hahwtsoNoatssnénsssseaso consulsions-greaterallantic-region : and US Fish and Wildlife Service: htps-lipac.ecosphere.ws.gov D YES D NO 13 Received by VMRC May 21, 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? - YES D 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? tps/wpp-naousaceamy-mI4OEReVEwA B YES J 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? tpsMawno.sRceamCBATTVIIV4OEReVEW. E YES - NO 15. Will the proposed structures be located outside of any Designated Trout Waters? htpslIservicesdwrvitginiagov/lwis YES J 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? 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 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. I 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. 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: Signature of Property Owner(s) or Agent Date VMRC Number 14 Received by VMRC May 21, 2025 /blh Part3. = 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. 2. For private, noncommercial piers: Do you have an existing pier on your property? Yes No Ify yes, will it be removed? Yes No Is your lot platted to the mean low water shoreline? Yes No What is the overall length of the proposed structure? feet. Channelward of Mean High Water? feet. Channelward ofMean Low Water? feet. What is the area of the piers and platforms that will be constructed over Tidal non-vegetated wetlands square feet. Tidal vegetated wetlands square feet. Submerged lands square feet. What is the total size of any and all L- or T-head platforms? sq. ft. For boathouses, what is the overall size ofthe roof structure? sq. ft. Will your boathouse have sides? Yes_ 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 Dof $ 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, (ii) 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 (iii), but may be placed on such platforms if not prohibited by local ordinance, and (v) the piers are determined not to be a navigational hazard by the Commission. Subject to any appliçable 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 May 21, 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 a justification as to purpose if the proposed work would extend aj pier greater than one-fourth ofthe distance across the open water measured from mean high water or the channelward edge of the wetlands. C. The applicant MUST provide justification if 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 # 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 oft the structure? feet. From Mean High Water? feet. From Mean Low Water? feet. Note: drawings must include the construction materials, method of 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 May 21, 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 Mtpsmaims-dicatal zone/living shorelnes/mder.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: 96 LF of Quick Reef sill, 2' high, will be placed above MLW. Reef drawings attached. Total impact is 1080 ft2. Net gain of new vegetated marsh grass is 612 ft2. Fill behind sill and up to the 1.5x MTR will be 40 cuyds. 2. What is the maximum encroachment channelward of mean high water? 16.8' feet. Channelward of mean low water?0 feet. Channelward of the back edge ofthe dune or beach? 16.8' feet. 3. Please calculate the square footage of encroachment over: Vegetated wetlands 468 square feet Non-vegetated wetlands 892 square feet Subaqueous bottom 0 square feet Dune and/or beach square feet 4. For bulkheads, is any part ofthe project maintenance or replacement of a previously authorized, currently serviceable, existing structure? Yes No. If yes, will the construction of the new bulkhead be no further than two (2) feet channelward of the existing bulkhead? Yes No. If no, please provide an explanation for the purpose and need for the additional encroachment. Application Revised: August 2023 17 Received by VMRC May 21, 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. Quick reef are 90% limestone marl mixed with 10% concrete and molded per attached drawings. Sand will be from an upland pit in Middlesex County. 93% sand/7% clay. Standard filter cloth under and behind reef sill. 6. Ifusing stone, broken concrete, etc. for your structure(s), what is the average weight of the: Core (inner layer) material pounds per stone Class size Armor (outer layer) material pounds per stone Class size 7. For beach nourishment, including that associated with breakwaters, groins or other structures, provide the following: Volume of material 0 cubic yards channelward of mean low water 40 cubic yards landward of mean low water 35 cubic yards channelward of mean high water 5 cubic yards landward of mean high water Area to be covered square feet channelward of mean low water 1080 square feet landward of mean low water 1010 square feet channelward of mean high water 70 square feet landward of mean high water Source of material, composition (e.g. 90% sand, 10% clay).9396sand79 clayf from upland sand pit Method of transportation and placement: Truck to site, skid steer to shoreline Describe any proposed vegetative stabilization measures to be used, including planting schedule, spacing, monitoring, etc. Additional guidance is available at htp.hnnwvims-dwabouainslwlenplmtingtguideines Spartina grasses will be planted ever 14" on center per appropriate elevation in 1080 ft2 backfilled area. 250 S.Alterniflora will be planted behind the sill, 6" deep to MHW mark. 830 S.Patens will be planted from MHW to 1.5x MTR. Client will be under VCAP 10 year maintenance contract re vegetation. Application Revised: August 2023 18 Received by VMRC May 21, 2025 /blh Part 3 = Appendices (continued) Appendix C: Crossings in, on, over, or under, waters, submerged lands, tidal wetlands and/or dunes and beaches, including but not limited to, bridges, walkways, pipelines and utility lines. 1. What is the purpose and method of installation of the crossing? 2. What is the width of the waterway and/or wetlands to be crossed from mean high water to mean high water (tidal waters)? feet. from mean low water to mean low water (tidal waters)? feet. from ordinary high water to ordinary high water (non-tidal waters)? feet. 3. For bridges (footbridges, golf cart bridges, roadway bridges, etc.), what is the width of the structure over the tidal wetlands, dunes/beaches and/or submerged lands? square feet. 4. For overhead crossings: a. What will be the height above mean high water? feet. b. Ifthere are other overhead crossings in the area, what is the minimum height? feet. C. If the proposed crossing is an electrical line, please confirm the total number of electrical circuits: 5. For buried crossings, what will be the depth below the substrate? feet. Will the proposed utility provide empty conduits for any additional utilities that may propose to co-locate at a later date? Yes No. 6. Will there be any excavation or fill required for placement of abutments, piers, towers, or other permanent structures on State-owned submerged lands, tidal wetlands, and dunes/beaches? Yes No. Ify yes, please provide the following: a. Amount of excavation in wetlands cubic yards square feet b. Amount ofexcavation in submerged land cubic yards square feet C. Amount of excavation in dune/beach cubic yards square feet d. Amount of fill in wetlands cubic yards square feet e. Amount of fill in submerged lands cubic yards square feet f. Amount of fill in dune/beach cubic yards square feet Application Revised: August 2023 19 Received by VMRC May 21, 2025 /blh Part 3 - Appendices (continued) Appendix D: Aquaculture Related Structures such as cages and floats. Before completing this appendix, please review the aquaculture requirements summary at: pmsipna.shalina Aquaculture-shtm. 1. Will the activity be for commercial purposes? Yes No. IfYes and structures will be placed upon an oyster ground lease, you may qualify for the VMRC General Permit #4 for Temporary Protective Enclosures for Shellfish. For more info see: tp/awymvipiniagenigovregulationwMRC Scanned Regs/Shellfish Mix/fr1130 12-0107.pdf. If you qualify for the General Permit #4, or if such structures are proposed that are not on an oyster planting ground lease, or for floating structures of any kind, complete this Joint Permit Application and include the necessary information requested below in question 2 through 11. If No, you may qualify for the VMRC General Permit #3, for Noncommercial Riparian Shellfish Growing (i.e. "Gardening") For more information see: htp.wwvmrevipininginingovfomsvGP3 Aquaculure-doc.pdr If you qualify for this general permit use the Abbreviated Joint Permit Application For Noncommercial Riparian Shellfish Aquaculture Structures available at htps/mrewiriningov/omms2019NVGP3 Aquaculture form 2019.pdf do not use this Joint Permit Application. 2. Will aquaculture structures be attached to an existing pier or other structure? Yes No. 3. The plat file # if proposed upon oyster planting ground lease(s). 4. The maximum area where enclosures are proposed. square feet 5. The maximum number of enclosures being proposed to be deployed. 6. The species of shellfish to be cultured. 7. A detailed description ofthe enclosures to include width, length and height. 8. In addition to the requirements itemized in Part 4 Project Drawings, the following additional information must be included on your project drawings: A general description of the area within 500 feet of deployment area. Provide a drawing that depicts existing marine resources such as SAY, shellfish beds, fixed fishing devices, public grounds, piers, water depths at mean low water, tide range, and the minimum clearance at mean low tide over the enclosures. 9. Provide the date enclosures are proposed to be deployed How will the structures be secured? Application Revised: August 2023 20 Received by VMRC May 21, 2025 /blh Part2-S Signatures 1. Applicunts and property owners (if different from applicant). NOTE: REQUIRED FOR ALL PROJECTS EVACACISTANERET Thc Departmemt oft the Army permh progrum is authorized by Scction Idofthe Rivers and Harbors Act or 1899, Soction 404 oft the Clean Water Act, and Scction 103 ofthe Marinel Protection Research and Sancturics Act of 1972. These loss reyuiret tha individuais obain permits that suthorize: structures and work inc or affecting mavigable wulers ofi the United States. the dischurge ordredged or fl matcrial inos waters ofu the Lnited States and thet transponation ofdralged matcrial for the purpose ofd dumping it into ocean waters priort tot undertaking the: activity. Informution prori idedi ini the Joint Permit Applicmion will be useJ in che pemit revicw prncess ! andi isar manter of public record oncel the: application is filed. Disclosure oft the requesed informationi is voluntary. but i may nor bey possible toc calume the; pmmit arplication 0: toi insucar nmit Ifthei informatiun rauesiai is not prosid. CERIIFKATION: am herchy applying for: all permits ppically isud! hy the DEQ. VMRC. US. Army Corps of Engineers. and or! Local Wctlands Boards for the: activities Ihave described herein. fayreey wa allow the duiy auhoriced representstives of any reguktory or: advisor, agency to eater upon the premises oft they project site: at reasenable times toi inspoct and photopraph site conditions, buth in rsicuinga pruposal toi issue a permit and: after permiti issuance to determinc compliance with the permit. In addition. 1 cnif under penalty ol'law that this dosument and all attachments were prepared unukr my Jirection or supenision in accondance uih: a stem designed w: assure that qualitied persunnel properiy gather andesaluate thei informatien sabmitted. Basedon my inquiry ofthe person or persons uho manage the system ort those persons directiy respunsible for gahering thei infurmation, the information submited is. to the best ofr my knowlodge and beliet. truc, accurate. and complete. lam aware thal there are significant penalties for submiuing fakei informution. including the possibility offine andi imprisumment for knoning violations. Mary Averelle Smih Applicant's 's Name (prined/typed) (Use if more than one applicant) elly Anh Signature (Use ifmore than one applicant) 5//1005 Dle Mary Averelle Smih Propérty Owner's si Name (printedhyped) (Usei if more than one owner) gfdiflerent from Applicgat) a * 1 0/ - fi Prop wneris Signature (Usc if mure than one owner) Date REVISED. March 2014 9 Received by VMRC May 21, 2025 /blh Part2-S Signatures (continued) 2. Applicants having agents (ifapplicable) CERTIFICATION OF AUTHORIZATION (we) Maryh Averelle Smitt hereby centify that I (we) have authorized Chris Davis of ReadyReef Inc (Applicant's mame(s)) (Agent's name(s)) to act on my behalf and take all actions necessary to the processing. issuance and tcceptance ofthis and any and all standard and special conditions attached. permit Wel hercby certify that the information submitted in this application is true and accurate to the best of our knowledge. ChDori (Agent's Signature) (Use ifmore than one agent) Mhanns, 20 2 (te) hsh (Aplj Signaturey (Use if more than one applicant) S/8/2425 (Dale) 3. Applicant's having contractors (ifapplicable) CONTRACTOR, ACKNOWLEDGEMENT I(we). A.MARY SMITH have contracted ReadyReef Inc (Applicant's' Name(s)) (Contractor's) Name(s)) to perform the work described in this Joint Permit Application. signed and dated 5-18-2015 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 corstitute a violation of Federal, state and local stalutes and that we will be liable for any civil and/or criminal penalties imposed applicable these In by statures. addition. we: agree to make available a copy ofany permit to any regulatory representative visiting the project o cnsure permit compliance. Ifwe fail to provide the applicable permit upon request, we undersland that the representative will have the option ofs stopping our operation until it has been deermined that we have a properly signed ande executed permit and are in full compliance with all terms and conditions. Chris Davis 504 Smoketree Ct Contractor'si name or name oft firm North Chesterfield, VA CRDovs 23236 Same Contractor's or firms address Aephe Ghenelno Coppactor's ss signature and title Contractor's License Number 1onl FW naturel (use ift more than one applicant) 5/8/2035 Date REVISED: March 2014 10 Received by VMRC May 21, 2025 /blh Averelle Smith Impact Chart Zone Reef Baseplate Footprint dimensions. Subaqueous Dune/Beach Vegetated Wetland Non-Vegetated Wetland in Ft2 Behind bulkhead area 0 0 132 Main Areal behind Sill 0 418 530 Sill Footprint 2.91' x 96'= 280 ft? 50 230 Totals 468 892 Net Grass Gain Cell G6 - Cel E6 = +612 ft? Received by VMRC May 21, 2025 /blh / Ware Rier 8 = - - U s 3 I L 9 - a - 5 C 6 @ Rive 6 yo - - oE : E E 8 a - a a 2 - * - - € 1 - . 53 X a $ a E - - 9ht) 2 I a 244 - - * % 4 a a S Potterln of a 3 - Ware River Bulkhead section to be left intact MHW and 1.5x MTR Bad Bulkhead to be cut down and buried North - 5.0' Gap Stump and concrete to be removed P4 132 ft2 of backfill behind bulkhead footprint 948 ft2 dfi backfill X-Sec A 1.5x MTR P3 70 ft2 MHW Estimated filled over plants V Benchmark to be replanted: 418 fttotal at tree front - BM at Tree - P1: 25' BM at Tree - P2:2 25.8' MLW, 0.0 Pier P1-P2: 8.3' P2-P3:84' P3-P4:12' P2-P4:96' Flood Reef X Sec B Sill P1 a Ebb om AI Mary Smith Plan View East 6920 Ware Neck Rd, Gloucester, VA River Dwg by C.Davis, Native Shorelines 5-18-25 P2 0.0' 30' MLW A Mary Smith Profles. G920 Ware Neck Rd Gloucester, VA Dwg by CDavis. Native Shorelines, 5-18-25 Pier X-Sec B X: Sec B 8.0' 8.0' 8.0' 12.0' +5.9 124 15x MTR all reef 01 slope a VVM BackFilled clean medium to coarse grain 3.9' 2.6. MHw 3.9 with of 2.6' 2.6' sand. median grain Size 15.1 0.4-07mm 1 16.0' 12.2" 2.4'7 31.2' MLW 5. Alterniflora X Sec A -2.9' S. Patens +8 FEMA Flood Max 9.0' 13.9' 15x MTR 101 Slope 3.1' 31 Grade Back Slope VV 3.9" - 3.0' * 3.9' MHW 2.6' BackFiled Sand 16.8' MLW 26.4' a 2 W Ss 3 A 5 %