* 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 Atp.w.dsa.iriniagovlocatiosapa 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 of the proper permit fees and submittal requirements. * LWB: Permit fees vary by locality. Contact the LWB for your project area or their website for fee information and submittal requirements. Contact information for LWBs may be found at htp/smimsslwemit. web/guidance/local wetlands boards.htm!. ECI - M FOR AGENCY USE ONLY Notes: FEB 27 2025 2502.0228 JPA # By, % 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 all that apply Pre-Construction! Notification (PCN) PASDO PGP Self Verification L NWP # (Replaces Regional Permit 17 (ForA Nationwide Permits ONLY-No DEQ- (RP-17) checklist) VWP permit writer will be assigned) County or City in which the project is located: GLOWCESTER Waterway at project site: WAPE RIVER PREV/OUS.ACTIOANS RELATED TO THEL PROPOSED WHORK (Include allfederal, state, and local pre application coordination, site visits, previous permits, or applications whether issued, withdraw, or denied) Historical information! for past permit submittals can be found online with VMRC - https/webapps IMENPIRAGPIRKAIIUNNE - or VIMS htpllem.imsedupermsnospermis html Agency Action / Activity Permit/Project number, including any Date of If denied, give reason non-reporting Nationwide permits Action for denial previously used (c.g., NWP 13) WB, VMRCI 2 BREAKWATERS & NOURISH #24-1142, NAO-2024 01342, PASDO CAT B, 2024 APPROVED CORPS ROCK VENEER OVER EXIST REVETMENT 5 Annlication Reviced- Anonct 2023 Part 1 - General Information (continued) 1. Applicant's legal name* and complete mailing address: Contact Information: Home JOHN C. FRENCH & SHANNON M. FRENCH Work 7824 WARE NECK ROAD Fax GLOUCESTER, VA 23061 Cell 804 815 - 1912 e-mail hamonitenehv28ymai. . eom . State Corporation Commission Name and ID Number (ifapplicable), 2. Property owner(s) legal name* and complete address, if 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 Contact Information: address (if applicable): Home C KARLA S. HAVENS Work C 804 785 - 2107 MID-ATLANTIC RESOURCE CONSULTING Fax 1095 CHERRY ROWLANE Cell 804 366 1768 SHAACKLEFORDS, VA 23156 e-mail lartishaxens@ymailcom State Corporation Commission Name and ID Number (ifapplicable), e Ifmultiples applicants. property owners, and/or agents. each must be! listed and each musts sign thes applicant signature page. 4. Provide a detailed description ofthe project in the space below, including the type of project, its dimensions, materials, and method of construction. Be sure to include how the construction site will be accessed and whether tree clearing and/or grading will be required, including the total acreage. If the project requires pilings, please be sure to include the total number, type (e.g. wood, steel, etc), diameter, and method ofi installation (e.g. hammer, vibratory,jetted, etc). If additional space is needed, provide a separate sheet of paper with the project description. CONSTRUCT A 48' TIMBER GROIN, A 27" TIMBER GROIN, AND A 73' TIMBER BULKHEAD. SITE TO BE AÇCESSED FROM THE UPLAND. NO TREE CLEARING AND/OR GRADING REQUIRED. 20 TREATED-TIMBER PILES, NO GREATER THAN 12-INCH DIAMETER, TO BE INSTALLED WITH A VIBRATORY HAMMER. Annliratinn Reviced- Anonet 2023 Part 1 - General Information (continued) 5. Have you obtained a contractor for the project? x Yes* No. *Ifyour answer is "Yes" complete the remainder of this question and submit the Applicant's and Contractor's Acknowledgment Form (enclosed) Contractor's name* and complete mailing address: Contact Information: STEPHEN FIELD Home FFL CUSTOMS, LLC Work P.O. BOX 2382 Fax GLOUCESTER, VA 23061 Cell 804 815-1394 email slela8769@gmal.com State Corporation Commission Name and D Number (if applicable) * If multiple contractors, cach must be listed and each must sign the applicant sipnature page. 6. List the name, address and telephone number oft the newspaper having general circulation in the area of the project. Failure to complete this question may delay local and State processing. Name and complete mailing address: Telephone number GLO-MATHEWS GAZETTE.JOURNAL 804) 693-3101 6625 MAIN STREET GLOUCESTER, VA 23061 * DIRELT BILLS4 To APPLICANT * 7. Give the following project location information: Street Address (911 address if available). 6173. JARVIS POINT LANE Lot/Block/Parcel#, 34-205 RPC = 17671 Subdivision WARE NECK City / County GLOUCESTER ZIP Code 23061 Latitude and Longitude at Center Point of Project Site (Decimal Degrees): 37.381085 76.447080 (Example: 36.41600/-7630733) Ift 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. 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." 9 PRIMARY PURPOSE IS TO MINIMIZE SHORELINE EROSION. SECONDARY PURPOSE IS TO BUILD UP THE BEACH. THE NEED IS THE SHORELINE IS ERODING AND THE PREVIOUSLY-PROPOSED LIVING SHORELINE WAS NOT SUPPORTED BY VMRC DUE TO THE PRESENCE OF SAV. Annlicatinn Reviced- Anonet 7023 Part 1 - General Information (continued) 9. Proposed use (check one): X Single user (private, non-commercial, residential) Multi-user (community, commercial, industrial, government) 10. Describe alternatives considered and the measures that will be taken to avoid and minimize impacts, to the maximum extent practicable, to wetlands, surface waters, submerged lands, and buffer àreas 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 compensatory mitigation. APPLIED FOR A LIVING SHORELINE PERMIT WITH TWO BREAKWATERS AND BEACH NOURISHMENT. PROJECT WAS NOT SUPPORTED BY VMRC DUE TO THE PRESENCE OF SAV. 11. Is this application being submitted for after-the-fact authorization for work which has already begun or been completed? Yes x No. Ifyes, be sure to clearly depict the portions of the project which are already complete in the project drawings. 12. Approximate cost of the entire project (materials, labor, etc.): $ > $10,000 AND < $100,000 Approximate cost of that portion ofthe project that is channelward of mean low water: $ SAME 13. Completion date of the proposed work: ASAP ONCE AUTHORIZED. 14. Adjacent Property Owner information: List the name and complete mailing address, including zip code, ofeach adjacent property owner to the project. (NOTE: ifyou 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. #34-201 I RPC 24697 (6216 JARVIS POINT LANE) MARIE L. THORPE & LAZZURI LIVING TRUST, ET AL 10218 ROUNDING RUN HENRICO, VA 23238 #34-207 I RPC 17833 (6230 DRIFTWOOD LANE) ANDREA H. SOUTH 6735 BELROI ROAD GLOUCESTER, VA 23061 8 Annlicatinn Revicod. 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Jo fsoppdas Aesy jo sApasadas papo Ap og a oade uu 09 np ag! spApps à a. aoy spueog spumpoAs pesoT Joypas sovsn SIA aa a Ag a - ag BaA Eqang mE f NOLVOLIINED Poppord you 51 posonbai pogumroyg # ad : anssg o mepogte saund o apgeas a appsed: aq yon An 1 ang Anmgaa $I mopemopug pasabas apgoamsog : pos aopgdils ag aono psoa apquil go EuT B 4 paes ssoasd magaas ud an a pasa oq ma up or a a a Mad aepamroguy AsApos a Suppumpm a sopd Sga 0roo eg a Sugi p as n a ppayn aparps a copmrdsmy ag pur ynS poipn pa sagEAA ouryy B a apgo an ss pon a gosapsa agapasa Bopooge. sD a ajo sampnns ospur ayoqe p aanndi ay baz SAAT aSLL 2161 jos PV sapmmpes pue greasg mopnagau anp upps s01 aop nn apjo 1es mopoag 6681 jo py SEOGH puESRARg omjo er mopaag Ag parponss s E ad Amy apps gmmedag uL CMNIVEIVAR siDaroua TTV ROJ aaamom ILON "(ueondde moy juaryp J SIBUANO Apadord pue sjueagddy "I samgsulis - Z uEd Part2-Signatures (continued) 2. Applicants having agents (fappllcable) CERTIFICATION OF AUTHORIZATION I(we), JC & SM FRENCH hereby certify that! I (we) have authorized KARLA S. HAVENS (Applicant's legal name(s)) (Agent's nae(s)) to act on my bchalfs and take all actions necessary to the processing, issuance and acceptance of this permit and lany and all standard and special conditions attached, Wephereby certify that fhei information: submitted in this application is true and accurate to the best of our knowledge. - (Agent's Signature) (Use if more fhan one agent) 2-27-25 (Date) phnL Amenco hunm Emnch (Appjcant's Signahure) (Usei if more than one applicamt) 7116 (Date) 3. Applicant's having contactors (fapplicable) CONTRACTOR, ACKNOWIEDGEMIENT I(we),, JC & SM FRENCH have contracted STEPHEN FIELD (Applicant's legal name(s)) (Contractor's mame(s)) toj perform the work described in this. Joint Permit Application, signed and dated 277-25 We will read and: abide bys 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 of applicable Federal, state and local statutes and that we will bc liable for any civil and/or criminal penalties imposed by these statutes. In addition, we agree to make available a copy ofany permit to any regulatory representative visiting the prject to ensure permit compliance. lfwe fail to provide the applicable permit upon request, we understand that thei representative will have the option ofs stopping our operation until it has been determined that we have aj properly signed and executed permit and are in full compliance with all terms and conditions. FFL CUSTOMS, LLC POB 2382 GLOUCESTER, VA 23061 Contractor's name or name of fimm Contractar's or fims address 2705 - 103099 Contractor'ss signature and title Contractor's License Number Dohn LAech Hhannen Sunek Apijcant's signature (usei ifmoret than one applicant) 7/2725 Date I0 Annliratinn Reviend- Asond ?073 1n Part3 3 = Appendices (continued) Appendix B: Projects for Shoreline Stabilization in tidal wetlands, tidal waters and dunes/beaches including riprap revetments and associated backfill, marsh toe stabilization, bulkheads and associated backfill, breakwaters, beach nourishment, groins, jetties, and living shoreline projects. Answer all questions that apply. Please provide any reports provided from the Shoreline Erosion Advisory Service or VIMS. NOTE: It is the policy oft the Commonwealth that living shorelines are the preferred altemative 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 tPsm-maas zone/living shorelines/nderhtml 1. Describe each revetment, bulkhead, marsh toe, breakwater, groin, jetty, other structure, or living shoreline project separately in the space below. Inolude 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: CONSTRUCT A 48' TIMBER GROIN, A 27' TIMBER GROIN, AND A 73 TIMBER BUKLHEAD. 2. What is the maximum encroachment channelward of mean high water? 48 feet. Channelward of mean low water? 24 feet. Channelward of the back edge of the dune or beach? PA feet. 74x0,5: 3. Please calculate the square footage of encroachment over: Ax0.5- 34.5 Vegetated wetlands 0 square feet Non-vegetated wetlands 42 42J square feet Subaqueous bottom 25 square feet Dune and/or beach H/R square feet 27:0.5: : 13.5 22>0.5 CI Z5 4. For bulkheads, is any part oft the project maintenance or replacement ofaj previously abthonzed, currently serviceable, existing structure? Yes X No. Ifyes, will the construction ofthe new bulkhead be no further than two (2) feet channelward ofthe existing bulkhead? Yes No. Ifno, please provide an explanation for the purpose and need for the additional encroachment. THE BULKHEAD IS PROPOSED AT THE BASE/OE OF THE ERODING BANK WITH MINIMIAL ENCROACHMENT. 7 Annliratinn Reviced. Anonct 7073 17 Part 3 -= Appendices (continued) 5. Describe the type of construction and all materials to be used, including source ofbackfill material, if appliçable (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 ammor over filter cloth). NOTE: Drawings must include construction details, including dimensions, design and all materials, including fittings if used. TREATED-TIMBER SHEETING, STRINGERS, DEAD MEN, BUTT PILES AND CAP. ALL H.D.G. TIE RODS AND HARDWARE. 100% SAND BACKFILL FROM AN UPLAND SOURCE. If using 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 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 ofmean 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 hmsisaaaadcNtaisiNs B Annliratinn Reviced- Anonet 7073 i& 31302 33385 21515 22903 33290 25143 22238/ 25529 12113 33869 24170 21062 15575 138 20898 28187 24697 17833 25811 APO 33852 APO THORPE By 23469 SOUTH APo Fiou. REASONS d GLOUCESCER CouNTY, VA GLIS 224. J Singleton % United Meth ADC Stveet Map - y d o Book, Gloucestev 9 SCHLEY GR s Schlcy! e 3 Mathews Counttes, BALEYS BA WHARF ROAP 2 623 A VA, 32, page 626-4 Dre 9 & Paint - & Maf bl, ZoDD. BROVIN Cove S VARE A tIC NOR e a 44 4 ( Beuls Bapt PT / A E a % E p Jarvk Point & 4 5 NLETUA Note: Mid-Atlantic Resource Consulting is responsible only for applying to obtain local wetland, Virginia Marine Resources Commission and U.S. Army Corps of Engineers permits. Mid-Atlantic Resource Consulting is not responsible for any land disturbing activities or construction activities associated with the project. Adjacent Property Owners VICINITY MAP JOHN C. & SHANNON M. FRENCH 6173 Jarvis Point Lane, Gloucester 1. Marie L Thorpe & Lazzuri Gloucester County On the Ware River Living Trust, et al #: 34 205 Andrea 2. H. South RPC 17671 Date: 2-27-25 Sheet I of Prepared by: Mid-Atlantic Resource Consulting - 1095 Cherry Row Lane, Shacklefords, VA 23156 (804)366-1768 amishaens@gmilcom WARE RIVER FLooo EBB A PRO PDSED 40 GoI PRO PDSED GKRo INJ 3 27 73' BULKHEAD D2 & ToB PINE Fue ML ng 3 ES APO &P 2 PINÉ APD 1 09 $ PL o 25' 50 - - SCALE: !"-50' Note: Mid-Atlantic Resource Consulting is responsible only for applying to obtain local wetland, Virginia Marine Resources Commission and U.S. Army Corps of Engineers permits. Mid-Atlantic Resource Consulting is not responsible for any land disturbing activities or construction activities associated with the project. Adjacent Property Owners SITE PLAN JOHN C. & SHANNON M. FRENCH 6173 Jarvis Point Lane, Gloucester 1. Marie L Thorpe & Lazzuri Gloucester County On the Ware River Living Trust, et al # 34 - 205 2. Andrea H. South RPC 17671 Date: 2-27-25 Sheet 2 of Prepared by: Mid-Atlantic Resource Consulting 1095 Cherry Row Lane, Shacklefords, VA 23156 (804)366-1768 kurishvens@gmail.com Treated-timber sheeting w/ drain holes every 6' and minimum 50% sheet penetration. Bulkhead shall be constructed at the toe of the eroding bank. PVC pipes indicate proposed bulkhead alignment. Filter cloth w/ clean sand backfill. %" x: 10' H.D.G. tie rods to 8" butt piles every 5. 3/8" lags to fasten sheeting to whalers and backing boards, 2" x 18" cap fastened with 3" screws. All lumber treated, all hardware H.D.G. A: silt fence shall be installed and maintained at the landward edge of the bulkhead unti! a complete vegetative cover is established. All denuded and sparsely vegetated areas shall be seeded with an appropriate seasonal seed mixture and strawed/matted. SP SEED # MULCH A I8"CAP 1 8' TIE RoDS 8' SAND FILL MHW (z.4) lo Mw(o.s) o' 4' SCALE:I I "- A Note: Mid-Atlantic Resource Consulting is responsible only for applying to obtain local wetland, Virginia Marine Resources Commission and U.S. Army Corps of Engineers permits. Mid-Atlantic Resource Consulting is not responsible for any land disturbing activities or construction activities associated with the project. Adjacent Property Owners BULKHEAD DETAIL JOHN C. & SHANNON M. FRENCH 6173 Jarvis Point Lane, Gloucester 1. Marie L Thorpe & Lazzuri Gloucester County On the Ware River Living Trust, etal #: 34. 205 2. Andrea H. South RPC 17671 Date: 2-27-25 Sheet 3 of Prepared by: Mid-Allantic Resource Consulting . 1095 Cheny Row Lane, Shacklefords, VA 23156 (804)366-1768 Farisie@gmilcon 2.5 CCA treated-timber sheeting and treated-timber piles with minimum 50% penetration. All lumber treated. All hardware H.D.G. Channelward end of groin shall be no higher than mean low water (Low Profile). Landward end of groin shall tie in to existing stone revetment or proposed bulkhead. Pve +5.0! 2 12" CAP PVC KX X +Httt * MHwC2A) EYISTINK tEE Mywoo) REVEIMENT Botom 48' MAY. - 5' 1o' - SCAME:!"-to Note: Mid-Atlantic Resource Consulting is responsible only for applying to obtain local wetland, Virginia Marine Resources Commission and U.S. Army Corps of Engineers permits. Mid-Atlantic Resource Consulting is not responsible for any land disturbing activities or construction activities associated with the project. Adjacent Property Owners GROIN DETAIL JOHN C. & SHANNON M. FRENCH 6173 Jarvis Point Lane, Gloucester 1. Marie L Thorpe & Lazzuri Gloucester County On the Ware River Living Trust, et al # 34 205 / 2. Andrea H. South RPC 17671 Date: 227-25 Sheet of Prepared by: Mid-Atlantic Resource Consulting -1095 Chery Row Lme, Shacklefords, VA 23156 (804)366-1768 Farishavens@gymaicon