DEGELVEN NOV01-2024 Du By5cm From: To: Cc: Subject: Date: Attachments: Good afternoon, ship neikirk MRC-i ipa Permits Johnson. Mike (MRC); Michael Koeppen Koeppen/West. JPA Gloucester County Wednesday, October 30, 2024 4:24:56PM Koeppen JPA.pdf 24110001 Attached please find an application for Mr. Koeppen and Ms, West seeking authorization to install a riprap revetment and riprap sill to replace a failing broken concrete revetment adjacent to their property situated along the York River in Gloucester County. Should you have any questions or need any additional information, please do not hesitate to contact me. Chip Chip Neikirk 4364 Gwyn Lane Hayes, VA23072 757-817-6375 mpncixo/amticon Knee Deep Shoreline Consulting, LLC Received by VMRC October 30, 2024 /blh 5 V03930 DEQ: Permit application fees required for Virginia Water Protection permits - while detailed in htp/pww.du.imimaggow/Lastonsaspa Complete the Permit Application Fee Form and submit it per thei instructions to the address listed on the form. Instructions for submitting any other VMRC: An application fee ofs $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 thej permittee al letter notifying him/her oft the proper permit fees and submittal 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 psmyimadlwnmitwesudmseleal wetlands boards.htm!. 9VAC25-20- - are conveyed to the applicant by the applicable DEQ office fees will bej provided to the applicant by DEQ staff. requirements. FOR AGENCY USE ONLY Notes: JPA# 24-2563 APPLICANTS Part1- 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 1linch sheets of paper. Check all that apply (Replaces Regional Permit 17 Pre-Construction Notification (PCN) D PASDO - PGP Self Verification (For Nationwide. Permits ONLY-No DEQ- (RP-17) checklist) County or City in which the project is located:Gioucester NWP# VWP permit writer willl be assigned) Waterway at project site:) York River PREVIOUSAICTIONS RELATED TO THE PROPOSED WORK (Include all federal, state, and local pre application coordination, site visits, previous permits, or applications whether issued, withdrawi, or denied) Historical informationt forp past permits submittals can bef found online with. VMRC- https:/webapps. mrc.virginia. govipublichabitav- or VIMS http:!lccrm. masdsmsnssms.a non-reporting Nationwide permits WRGA1EA15A.MWPD Agency Action / Activity breakwater/sill Permit/Project number, including any Date of Ifdenied, giver reason Action for denial Application Revised: August 2023 Received by VMRC October 30, 2024 /blh Part1- General Information (continued) 1. Applicant's legal name* and complete mailing address: Contact Information: Home C Work Fax Cell e-mail 757 592-2004 Michael A Koeppen and Kim L. West 10664 Heron Point Road Hayes, VA 23072 State Corporation Commission Name and ID Number GfapiciBHysra 2. Property owner(s) legal name* and complete address, ifd different from applicant: Contact Information: Home Work Fax Cell e-mail ) State Corporation Commission Name and ID Number (ifa applicable) 3. Authorized agent name* and complete mailing address (ifapplicable): Knee Deep Shoreline Consultling, LLC Chip Neikirk 4364 Gwyn! Lane Hayes, VA2 23072 Contact Information: Home C ) Work Fax Cell (757 817-6375 e-mail hpnek.n82@gmalcom State Corporation Commission Name and ID Number (ifapplicable), *Ifmultiple appleants.property owners, and/or agents. each must be listed and each must sien the applicant 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). Ifadditional space is To construct 160 linear feet of ripap revetment in the footprint of a failing broken concrete revetment and transition the revetment on the downstream end into a 12-foot wide by 24-foot long riprap sill with sand nourishment and wetland plantings. IAIl of the proposed The site will be accessed from the existing road and adjacent upland property. The existing 3' bank will be graded landward and two trees in the footprint of the project will need to be removed. Other trees will be limbed to provide construction access and to increase the sunlight reaching the nourished and planted area landward of the sill. An excavator and skid steer or bobcat will be used to place the rock and sand. signature page. needed, provide a separate sheet of! paper with the project description. construction is located landward of mean low water. Application Revised: August 2023 6 Received by VMRC October 30, 2024 /blh Part1- General Information (continued) 5. Have you obtained a contractor for the project? Yes* No. *If your answer is "Yes" complete the remainder ofthis question and submit the Applicant's and Contractor's Acknowledgment Form (enclosed) Contractor'sn name* and complete mailing address: Contact Information: Home C Work Fax Cell email State Corporation Commission Name and ID Number (ifapplicable), Ifmultiple contractors, each must be listed and each must sign the applicant signaturepage 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: Gloucester Mathews Gazette-Journal P.O. Box 2060 Gloucester, VA23061 7. Give the following project location information: Street Address (911 address ifavailable). 10664 Heron Point Road Lot/Block/Parcei#: 53-252 RPC11100 Subdivision City/County Gloucester 37.264782 Telephone number (an4693-3101 ZIP Code23072 Latitude and Longitude at Center Point of Project Site (Decimal Degrees): 76.392309 (Example: 36.41600-76.30733) Ift the project is located in arural 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. Property is at the end of Heron Point Road. The project site is on the right of the driveway before you reach the house. 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." Erosion control Application Revised: August 2023 7 Received by VMRC October 30, 2024 /blh Part1- 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 and after project construction. Please be advised that unavoidable losses oftidal wetlands and/or aquatic resources may require The existing broken concrete revetment is failing and the driveway to the house is threatened. Removing the concrete, grading the bank andi installing a proper revetment with filter fabric in the same footprint should have minimal adverse impacts. The revetment will transition to a sill with nourishment and plantings where there is no existing concrete and where there is more room between the shoreline and the driveway. 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 compensatory mitigation. are already complete in thej project drawings. 12. Approximate cost of the entire project (materials, labor, etc.): Suncertain- a awaiting! bids Approximate cost of that portion of the project that is channelward ofr mean low water: $ 0 13. Completion date of thej proposed work: ASAP following permit issuance 14. Adjacent Property Owner Information: List the name and complete mailing address, including zip code, ofe each adjacent property owner to thej 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. Upstream TM# 53-250: The Joint Seabury Revocable Trust 9070 Shakopee Trail Mechanicsville, VA 23116 Northeast side TM#53-255: Post Office Box 747 Hayes, VA: 23072 The Bruce and Catherine Vogt Trust Agreement Application Revised: August 2023 Received by VMRC October 30, 2024 /blh Part2-Signatures (continued) 2. Applicants having agents (fapplicable) CERTIFICATION OF AUTHORIZATION (Applicant'sl legal name(s)) standard and special conditions attached. robertNeikirk (Agent's Signature) 10/29/2024 (Date) (Applicant's lIp 1o/ar/2024 (Date) I(we), M. Koeppen andl K. West hereby certify that I(we)! have authorized Robert Neikirk Knce Decp Shorelino Consulting. LC to act on my bchalf andt take all actions necessary to the processing, issuance and acceptance oft this permit and any and all Wel bereby certify thatt the information submitted in this applicationi ist true and accurate tot the best of our knowledge. (Agent's name(s) (Usei ifmore than one agent) - applicant) AcUE 3. Applicant's having contractors (fapplicable CONTRACTOR ACKNOWLEDGEMENT VApplicant's! legal name(s)) I(we), have contracted (Contractor's 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 forthi in alll Federal, State andl Local permits as required for this project. We understand that failure to follow the conditions oft the permits may constitute a violation of applicable Federal, state and local statutes and that we willl bel liable for any civil and/or criminal penalties imposed by these statutes. In addition, we agree tor make availablcs a copy of any permit to any regulatory representative visiting the project to ensure permit compliancc. Ifv we fail to provide thes applicable permit upon request, we understand that ther representative willl have the option ofs stopping our opcration until it has been determined that wel have aj properly signed and executed permit and are in full compliançe with all terms and conditions. Contractor's name or name of firm Contractor'ss signature and title Applicant'ss signature Date Contractor's or firms address Contractor's License Number (usei ifn more than one applicant) Anplication Revised: August 2023 10 Received by VMRC October 30, 2024 /blh Part2-Signatures 1. Applicants and property owners (if different from applicant). NOTE: REQUIRED FOR ALLI PROJECTS PRIVACY ACTSTATEMENT Thel Department oft the Army permit program is authorized by Section 10 oft the Rivers and Harbors Act of 1899, Section 404 of the Clean Water Act, and Section 103 of the Marine Protection Research and Sanctuarles Act of1972, Thesel laws require thati individuals obtain permits that authorize structures and work in ors affecting navigable waters oft 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 iti into ocean waters prior to undertaking thes activity. Information provided in the. Joint Permit Application willl bet used in the permit review process andi iss 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 toi issues a permit ifthe CERTIFICATION:1 Iaml hereby applying for all permits typically Issued by the DEQ, VMRC, USACE, and/or Local Wetlands Boards for the activities I have described bereln. Iagree tos allow the duly authorized representatives of any regulatory or advisory agency to enter upon the premises of thep project sites at reasonable times tol Inspect and photograph site conditions, both in reviewing a proposal toi issues ap permit and after permit Ins addition, Icertify under penalty ofl law that this document and all attachments were prepared under my direction or supervision ins accordance with a system designed to assure that qualified personnel properlys gather and evaluate thei information submitted, Based on my Inquiry oft the person or persons who manage the system or those persons directly responsible for gathering the information, the information submitted is, to thel best knowledge: bellef, true, accurate, and complete. Iam aware that there are sigalficant penalties for submitting false! Information,' including the possibility of fine and Imprisonment for knowing violations. information requested is not provided. Issuance to determine compliance with the permit. and ofmy Michael A Koeppen Applicant's Legal Name (printed/typed) affim Kim L. West (Usei ifn more than one applicant) ai CWel fiseit ifmoret than one applicant) Applicant's 10/29/2024 Date Property Owner's Legal Name (printed/typed) (Ifd different from Applicant) Property Owner's Signature (Use ifn more than one owner) (Use if more than one owner) Date Application Revised: August 2023 Received by VMRC October 30, 2024 /blh Part3-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: Iti is the policy oft the Commonwealth that living shorelines are the preferred alternative for stabilizing tidal shorelines (Va. Code S 28.2-104.1). Information on non-structural, vegetative alternatives (i.e., Living Shoreline) for shoreline stabilization is available at PmsmsNCNAN zone/living horelney/nder.hm, 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 1601 linear feet of riprap revetment will be constructed in the footprint of at failing broken concrete revetment. The revetment will be 3' high with al base width of 6'. The existing concrete willl be removed and broken into appropriate size and used as core material for the new revetment.. Any unsuitable concrete will be properly disposed of. Class 2 size stone will be used for the armor layer. At the downstream end of the project, the revetment will transition into a 24 long riprap sill with height of 3.5' and al base width of 12'. Appropriately sized broken concrete will be used for the core oft the sill and class 2s stone will be used in the armor layer. The area landward of the sill will be nourished with 20 cubic yards of sand sand and planted with wetlands vegetation. The revetment and the sill will both be constructed cubic yards, as applicable: on filter fabric. The revetment and the sill will be located landward of mean low water. 2. What is the maximum encroachment channelward oft mean high water?20 feet. feet. Channelward of mean low water?0 Channelward ofthe back edge ofthe dune or beach? feet. 3. Please calculate the square footage ofe encroachment over: - Vegetated wetlands Subaqueous bottom Dune and/or beach serviceable, existing structure? 0 square feet square feet square feet Non-vegetated wetlands 1248(rOCK) square feet 4. For bulkheads, is any part oft the project maintenance or replacement ofaj previously authorized, currently Ifyes, will the construction of the new bulkhead be no further than two (2) feet channelward of the existing Ifno, please provide an explanation for the purpose and need for the additional encroachment. Yes No. bulkhead? NA Yes No. Application Revised: August 2023 17 Received by VMRC October 30, 2024 /blh Part3- 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. Broken concrete from the site and Class 2 stone willl be used in the revetment and sill. The sill will be nourished with 20 cubic yards of coarse sand obtained from an upland pit. The sill and revetment will be constructed on filter cloth and filter cloth will be extended upi the landward side of both structures. The sand will be comprised of no more than 10% fines. The wetlands plants will be obtained from a nursery. 6. Ifusing stone, broken concrete, etc. for your structure(s), what is the average weight oft the: Core (inner layer) material Armor (outer layer) material pounds per stone Class size1 pounds per stone Class sizez 7. For beach nourishment, including that associated with breakwaters, groins or other structures, provide the following: Volume ofmaterial 0 20 20 0 0 240 240 0 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 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 Area to be covered Source ofr material, composition (e.g. 90% sand, 10% clay).90s sand- upland pit Method oftransportation and placement: truck, excavator and possibly skids steer Describe any proposed vegetative stabilization measures to be used, including planting schedule, Spartina alterniflora will be planted landward of the: sill on the sand nourishment to an elevation of approximately mean high water. Planting will be done in the spring on 2' centers. spacing, monitoring, etc. Additional guidance is available at htp/www.vims.edboulsear.hindexphp/g-plantingtguidelines The area planted will be approximately 240 square feet. Application Revised: August 2023 18 Received by VMRC October 30, 2024 /blh Impact Table-1 Koeppen Structure Revetment Sill Nourishment Dimensions 160'x6' 24'x12' 24'x10' Sq,FtNonveg/beach 960s sq ft 288 sq ft 240sqf ft 240sqf ft Sq FtSubaqueous Osqft Osqft Osqft Osqft Wetland plantings 24'x10' Received by VMRC October 30, 2024 /blh DG 00 dt Existing Condition Broken concrete and debris Note: The concrete reused from the site will be broken into pieces such that the longest dimension is no more than 3 times the smallest dimension and no pieces willl be used with exposed rebar or asphalt 3' MHW 2.4' MLW Existing contour Proposed Revetment Class2armor layer Grade existing bank landward MHW 2.4' 3' Koeppen York River Gloucester County Revetment Section View 10-29-2024 Re-use appropriate broken Filter fabric Concrete as core material MLW 18" excavated toe Existing contour 6' Received by VMRC October 30, 2024 /blh Sill section view Add ana average of 12 inches of sand fill toi increase the elevation of the wetland substrate to support the planting of wetlands vegetation. The fill will not increase the elevation above the jurisdictional range of 1.51 times the tide range above MLW (3.6') Existing vegetation Spartina alterniflora plantings +I'MHW 1,5:1 slope 1.5:1 slope Mean) high water 2.4' Mean low water - YYYx 33 Sandf fill 3.5' Existing substrate Sillt tol be constructed with broken concrete core and Class 2 armor layer. Filter cloth under sill and up Existing substrate the landward side Koeppen York River Gloucester County Sill Section View 10-29-2024 12' Note: The concrete reused from the site will be broken into pieces such that the longest dimension is nor more than 3 times the smallest dimension and no pieces will be used with exposed rebar or asphalt Received by VMRC October 30, 2024 /blh o B