#25020115 DECEIVEN From: Karla Havens To: MRC jpa Permits FEB 18 2025 Subject: Gillespie JPA Gloucester 6 Date: Tuesday, February 11, 2025 3:58:08 PM BY: Attachments: Rewee Gillespie) JPA.pdf Good Afternoon, Here is a JPA for the Gillespie revetment and pier modification in Gloucester. Karla Received by VMRC February 11, 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 Aatm/Aa.de.ininiaggov/lostionsasm). 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 fces vary by locality. Contact the LWB for your project arca or their website for fce information and submittal requirements. Contact information for LWBs may be found at htplsmimlwhemit. web/guidane/local wetlands boards.htm!. FOR AGENCY USE ONLY Notes: 2502D15 JPA # 25-0338 APPLICANTS Part 1 - General Information PLEASE PRINT OR TYPE ALL ANSWERS: Ifa question docs not apply to your project, please print N/A (not applicable) in the space provided. Ifadditional space is needed, attach 8-1/2 x 11 inch sheets of paper. Check all that apply Pre-Construction Notification (PCN) PASDO - PGP Self Verification NWP # (Replaces Regional Permit 17 (For Nationide Permits ONLY- No DEQ- (RP-17) checklist) VWP permit writer will be assigned) County or City in which the project is located:, GLOUCESTEIZ Waterway at project site: NAI WW BRANCHE OF SARAH CLEEL PAAVOISACIONAIITD TOTHEPROTOSED: ORA(neludealfgevumlocafpre.cpple-dion coordination, site visils, prevlouspermis,t rpharonwawdwruatsarstw, Historical information for past permit submittals can be found online with MARCTERENESAOENCANCMREEMAETE or VIMS A. Agency Action / Activity Permit/Project: number, including any Date of Ifdenied, give reason non-reporting Nationwide permits Action for denial previously used (e.g., NWP 13) 5 Annlicatinn Reviced- Anenet ?073 Received by VMRC February 11, 2025 /blh Part 1 - General Information (continued) 1. Applicant's 's legal name* and complete mailing address: Contact Information: Home JOHN J. GILLESPIE, JR. & LISA A. CASANOVA Work 106 RIVERVIEW DRIVE Fax NEWPORT NEWS, VA 23606 Cell 757 810-7686 c-mail eingimpaig@gyn.co E State Corporation Commission Name and ID Number (ifapplicable) 2. Property owner(s) legal namc* 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 (ifa applicable): Home - KARLA S. HAVENS Work - 804 ) 785-2 2107 MID-ATLANTIC RESOURCE CONSULTING Fax 1095 CHERRY ROW LANE Cell 804 366 - 1768 SHACKLEFORDS, VA 23156 c-mail afshaxen-@gmalcom State Corporation Commission Name and ID Number (ifa applicable) al Ifr multiple applicants. property owners, and/or agents. each must be listed and each musts sign the applicant signature page. 4. Provide a detailed description of the project in the space below, including the type of project, its dimensions, materials, and method ofconstruction. Be sure to include how the construction site will be accessed and whether trec clcaring and/or grading will bc required, including the total acrcage. If the project requires pilings, please be sure to include the total number, type (e.g. wood, steel, etc), diameter, and method of installation (c.g. hammer, vibratory,jetted, ctc). Ifadditional space is needed, provide a separate sheet of paper with the project description. CONSTRUCT A 376' CLASS I STONE REVETMENT AGAINST AN EXISTING BULKHEAD. REMOVE A 6' x 30' CATWALK AND DISPOSE OF IN A LEGAL MANNER. REPLACE A 6' x 72' PIER WALKWAY AND INSTALL 2 MOORING PILES. SITE TO BE ACCESSED FROM THE UPLAND AND THE WATER. NO TREE CLEARING AND/OR GRADING REQUIRED. 20 TREATED-TIMBER PILES, NO GREATER THAN 12-INCH DIAMETER, TO BE INSTALLED WITH A VIBRATORY HAMMER. Annlicatinn Reviced- Anoet 2023 6 Received by VMRC February 11, 2025 /blh 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 FLL CUSTOMS, LLC Work P.O. BOX2382 Fax GLOUCESTER, VA 23061 Cell 804 815-1394 email sfeid8768@gmalicom State Corporation Commission Name and ID Number (ifapplicable) * Ifn multiple contractors. cach must bc listed and cach must sien the applicant. signature page. . 6. List the name, address and telephone number ofthe 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 7. Give the following project location information: Street Address (911 address if available). 7911 BERKELEY DRIVE Lot/Block/Parcel# 51C(4)5 RPC 24254 PID 11965 Subdivision BERKELEY POINT City / County. GLOUCESTER ZIP Code 23061 Latitude and Longitude at Center Point of Project Site (Decimal Degrees): 37.261858 / - 76.486675 (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 suhdivision or properzy, 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 needfort the project? For example, the primary purpose may bc "to protect property from crosion due to boat wakes" and the secondary purpose may be "to provide safer access to a pier." PRIMARY PURPOSE IS TO MINIMIZE SHORELINE EROSION. SECONDARY PURPOSE IS TO GAIN SAFE ACCESS TO NAVIGABLE WATER. THE NEED IS THE EXISTING BULKHEAD IS FAILING AND SOIL IS ERODING IN TO THE CREEK. Annlirasinn Reviced. Auonct 7023 Received by VMRC February 11, 2025 /blh 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 altematives considered and thc 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 andlor aquatic resources may require compensatory mitigation. Al LIVING SHORELINE IS NOT APPROPRIATE FOR THIS SITE DUE TO THE EXISTING BULKHEAD HEIGHT AND DROP OFF IN TO THE RIVER. NO TREE CLEARING REQUIRED. ALL DENUDED AREAS SHALL BE SEEDED AND MULCHED AFTER CONSTRUCTION IS COMPLETED. 11. Is this application bcing submitted for after-the-fact authorization for work which has alrcady begun or been completed? Yes x No. If yes, be sure to clearly depict the portions ofthe project which are already complete in the project drawings. 12. Approximatc cost of the entire project (materials, labor, ctc.): $_ > $10,00 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: If you own the adjacent lot, provide the requested information for thei 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. #51C (4) 4 RPC 33326 STEVEN SCOTT BROWN & AMY B. BROWN 7917 BERKELEY DRIVE GLOUCESTER POINT, VA 23062 #51C (4)7 RPC 20193 BARRON W. DISHMAN & SHANNON L. DISHMAN 7895 BERKELEY DRIVE GLOUCESTER POINT, VA 23602 Annliratinn Revieed- Anonet' 2073 8 Received by VMRC February 11, 2025 /blh Part 2 - Signatures 1. Applicants and property owners (if different from applicant). NOTE: REQUIRED FOR ALL PROJECTS FRMACVACTISIATMINT The Department of the. Army permit programi 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 anthorize 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 revicw process and is a matter of pablic record once the application is filed. Disclosure oft the requested information is voluntary, but it may not be possible to evaluate the permit application or to issne a permit if the information reguested is not provided. CERTIFICATION-fam hereby applying for all permits typically issued by the DEQ, VMRC, USACE, sud/or Local Wetlands Boards for tho activitiesI have deseribel herein. I agree to allow the doly authorized representatives of any regulatory or: advisory agency to enter upon the premises ofthe 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. Ia addition, I certify under penalty oflaw that this document and afl attachments were prepared under my direction or supervision in accordance with a system designed to: assure that qunlified personnel properly gather and evaluate the fnformation submitted. Based an my inquiry of the person or persons who manage the system or those persons directly responsible for gathering tbe information, the information snbmitted is, to the best of my knowledge and belief, true, accurate, and complete. Iam aware that there are significant penaltics for submitting false information, including the possibllity affine and imprisoament: for knowing. violations. JOHN J. GILLESPIE LISA A. CASANOVA Applicant's Lcgal Name (printed/typed) (Usc ifmorc than one applicant) voal C A - C ) - - ne ppliçant's Signatype Usc if more than one applicant) chokoas Date Property Owner's' Legal Name (printed/typed) (Usc if more than onc owner) (Ifdifferent from Applicant) Property Owner's Signature (Use if more than onc owner) Date Annliratinn Anoct 2073 9 Reviced- Received by VMRC February 11, 2025 /blh Part 2 - Signatures (contimued) 2. Applicants having agents (fapplicable) CERTIFICATION OF AUTHORIZATION I(we), GILLESPIE & CASANOVA hereby certify that IC (we) have authorized KARLA S. HAVENS (Applicant's legal name(s)) (Agent's name(s)) to act on my behalfs 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 certifyhat the fnformation submitted in this application is urue and accurate to the best of our knowledge. AAwE (Agent" s Signatyre) (Usci ift more than one agent) 2 o/z5 (Datey Lmlo gmnwt A plicar's Signature) (Useifn morc than onc applicant) - hajpias (Date) 3. Applicant's) having contractors (fa applicable) CONTRACTOR. ACKNOWLEDGEMENT I(we). GILLESPIE & CASANOVA have contracted. STEPHEN FIELD (Applicant's legait namec(s)) (Contractor" 's name(s)) to perform the work described in this. Joint Permit Appiication, signed and dated We will read and abide by all conditions set forthi in all Federal, State and Local permits as required for this pruject. W'c 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 penaltics imposed by these statutes. In addition, wc agrec 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 willl have the option ofs 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. FFL CUSTOMS, LLC POB 2382 GLOUCESTER, VA 23061 Contractor' s name or name of fim Contractor's or firms address 2705 - 103099 Contractor'ss signature andt tite Contractor's License Number Applicant'ss signature (use ifn more than one applicant) Date R Annlicarion Reviced- Anoner 7473 Received by VMRC February 11, 2025 /blh Part 3 - Appendices Plcase complcte 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. REMOVE A6'x3 30 CATWALK. REPLACE AN EXISTING 6' x7 72' PIER WALKWAY AND INSTALL TWO MOORING PILES. 2. For private, noncommercial piers: Do you have an existing pier on your property? x Yes_ No PEPLALING Ify ycs, will it be removed? Yes x No Is your lot to the mean low water shoreline? x E4STAL platted Yes No What is the overall length ofthe proposed structure? 72 fect. PE Channelward ofMean High Water? 72 feet. Channclward ofMcan Low Water? 52 fcct. IJALKWAYy What is the area oft the piers and platforms that will be constructed over Tidal non-vegetated wetlands N/A square feet. Tidal vegetated wetlands P/A square fect. Submerged lands /A square feet. What is the total size of any and all L- or' T-head platforms? NA sq. ft. For boathouses, what is the overall size ofthe roofs structure? EYISTsq. ft. Will your boathouse have sides? Yes No. NOTE: All proposals for piers, boathouses and shelter roofs must be reviewed by the Virginia Marinc Resources Commission (Commission or VMRC), however, pursuant to $ 28.2-1203 A 5 ofthe Code ofVirginia a VMRC permit may not be required for such structures (except as required by subscction Dofs 28.2-1205 for picrs 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 linc 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, (ini) any L or" TI head platforms and appurtenant floating docking platforms do not exceed, in the aggregate, 400 square fcet, (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 plaçed 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 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 feeti 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 roofs structure, permits shall be required as provided in $ 28.2-1204. 15 Annlicatinn Reviced- Aseonsgt 2022 15 Received by VMRC February 11, 2025 /blh Part 3 = Appendices (continued) 3. For USACE permits, in cases where the proposed pier will encroach beyond onc 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 ifthe proposed work would extend a pier greater than one-fourth ofthe distance across the open water measured from mean high water or the channclward edge of the wetlands. C. The applicant MUST provide justification ifthe proposed work would involve the construction ofa pier greater than five feet wide or less than four fcet above any wetland substrate. 4. Provide the typc, size, and registration number of the vessel(s) to be moored at the pier or mooring buoy. Type Length Width Draft Registration # OPEN MOTORBOAT 346 0'10 a - VA 26lIZB 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 thc Virginia Department of Health? (required pursuant to Section 28.2-1205 C of the Code ofVirginia). B) Will petrolcum products or other hazardous materials bc 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 of the picrs and platforms that will be constructed over Tidal non-vegetated wetlands square feet Tidal vegetated wetlands squarc feet Submerged lands square feet For boat ramps, what is the overall length of the structure? fcet. 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. lb Amlicatinn Reviced. Asonet 7023 16 Received by VMRC February 11, 2025 /blh Part 3 - Appendices (continued) Appendix B: Projects for Shoreline Stabilization in tidal wetlands, tidal waters and duncs/bcaches 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 ofthc Commonwealth that living shorclines arc the preferred alterative for stabilizing tidal shorelines (Va. Code $ 28.2-104.1). Information on non-structural, vegetative alternatives (i.e., Living Shoreline) for shoreline stabllization is available at htp.smasimadalestl zone/living shereinss/ndezhtml 1. Describe each revetment, bulkhead, marsh toe, breakwater, groin, jetty, other structure, or living shoreline project separatcly in the space below. Includc thc overall length in linear fect, 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: 376'CLASS I STONE REVETMENT AGAINST AN EXISTING BULKHEAD. 2. What is the maximum encroachment channelward of mcan high water? 9 feet. Channelward of mean low water? 9 feet. Channelward ofthe back edge of thc dune or beach? N/A fect. 3. Please calculate the square footage of encroachment over: Vegetated wetlands 381 square feet Non-vegetated wetlands 459 square feet Subaqueous bottom 3 square feet Dune and/or beach square feet For bulkheads, is any part ofthe project maintenance or replacement of a previously authorized, currently serviceable, existing structure? Yes No. Ifycs, will the construction ofthe new bulkhead be no further than two (2) fect channelward of the existing bulkhead? Yes No. Ifno, please provide an explanation for the purpose and need for the additional encroachment. Annliratinn Revieed- Anoner 7073 Received by VMRC February 11, 2025 /blh Part 3 - Appendices (continued) 5. Describe the type of construction and all materials to be used, including source ofbackfill material, if applicable (e.g, vinyl sheet-pile bulkhead, timber stringers and butt piles, 100% sand backfill from upland source; broken concrete core material with Class II quarry stone armor over filter cloth). NOTE: Drawings must include construction details, including dimensions, design and all materials, including fittings if used. CLASS - QUARRY STONE, FILTER CLOTH, SILT FENCE, GRASS SEED AND MULCH. 6. Ifusing stone, broken concrete, etc. for your structure(s), what is the average weight of the: Core (inner layer) material 50 pounds per stone Class size - Armor (outer layer) material 150 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 of mean high water cubic yards landward of mean high water Area to be covered square feet channelward of mean low water square fect landward of mcan 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 availablc at hsmaaadaaaseeaiss Annliratinn Revieed- Aneiet 20?3 18 Received by VMRC February 11, 2025 /blh 8 & 3 SARAH's CREEK a TMBER ELISEAD (MP.) * LOT 5 f SED FRAME 1.16: AC. APPRODATE- DCE OF HAIER 6a & + $ 9 * L a Gir, 2 a d 8 e 25 . 3 - Bes EA 2 % - , 2 # d - a a * 4 5 A2SY Y B S B S 35. 4 6 - PROPN 9 fPr & MAL 0e S - BUUOEAD e ag 0 18881 oF LOT 6 * S ONV N. OR F. - GLESPE RPC: 21787 Lu pos EERKEEY DR. TRAME & SHED LOT 4 N.OR F. / BROWN es 2 RPC: 33326 e 7917 BERKELEY DR. & 9 GY RE PONER POLE R=74.28" PF NOTE: SIDE PROPERTY LNES EXTEND L=41.70' AS FAR AS LAW ALLOWS BERKELEY DRIVE 40' R/W THIS IS TO CERTIFY THAT ON OCTOBER 25, 2024 SURVEYED THE PROPERTY SHOWN ON THIS PLAT AND FOUND THE PROPERTY UNES TO BE CORRECT AS SHOWN, THERE ARE NO VSIBLE ENCROACHMENTS EITHER WAY ACCROSS FR.M, ZONE: % AE(7) THE UNES EXCEPT AS SHOWN. MAP PANEL #51073C0213F THIS PROPERTY IS SUBJECT TO EASEMENTS, SERVITUDES AND DATE OF FIRM. 10/21/2021 COVENANTS OF RECORI, #7911 BERKELEY DRIVE PLAT OF THE PROPERTY OF DAMD P. CAMPBELL, CLS. 14198 JOHN J. GILLESPIE & USA A. CASANOVA LEGENR LOT 5 IRF. DRON ROO FOUND LPF. RON PPE FoUND BERKELEY POINT o IRS. RON ROO SET - CALF. CONCRETE FouRD MONUKENT SECTION FOUR PROPDIY w DAVID AMPBELL GLOUCESTER COUNTY, VRGINIA DSDT wE wo. - E BATADERENEE BURONC SETBACK uE : 14108 CAMPBELL LAND SURVEYING, INC. PB. 4 PG. 128 & P.O. BOX pam pan a 3 855, YORKTOWN, VA. 23692 ST. jap 400107 AR EPRTAISA (757) 890-0837 Received by VMRC February 11, 2025 /blh 40729 18454 26490 4 SUFRIR M41 31497- 14335 19566 - 22454 25034 E 5 14036 10460 > 30695 & 30731 22203 24036 10281 1704 de 29755 21231 40185 at 329043 40184 16242 4 SARA'sY CREEK 12741 14644 16969 11638 10155 - 12762 23738 21075 24756 GILLESPE a 26632 19645 19046 2944 - N 11852 BROWP) DISHMAN : 16176 21266 21787 de 26725 20193 12020 2 27135 16331 23276 aaa2à d AsaG 10235 12825 22021 4 12107 20410 11247 26342 11165 21607 athase 26156 27403 D 33027 10972 22972 eN 12765 11447 19304 26760 VAN - 216sa 22159 22776 33002 16703 - 21026 34442 34291, - - 22663 14056 26670 277237 14977 31142 24019 13734 12352 13008 4 17365 26171 20762 58 Fbr a 21422 16434 a 1s757 14475 19328 22A72 - 30402 14499 yE 30161 22562 5 s4a 474,37:262119 2 S 514,OFRY 13121 29833 : 1 Gloucestr County, VA 65, 2025. Note: Mid-Atlantic Resource Consuiting 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 J. GILLESPIE, JR. & LISA CASANOVA 7911 Berkeley Drive, Gloucester 1. Steven S. Brown & Amy B. Brown Gloucester County On Sarah Creek 2. Barron W. Dishman & Shannon L. #51C(4)5 - Dishman RPC 24254 Date: Z- 10- 25 Sheet L of Prepared by: Mid-Atlanticl Resource Consulting 10950 Cherry Row Lane, Shacklefords, VA 23156 (804)366-1768 Hamishmensigmaileon Received by VMRC February 11, 2025 /blh * BRoP, 3763 PEVEMENT 00 a APD 2 : HV BIRCH (DISW nas) EMSTINSG BULHEAD * * MHW 7 - PINE 6i M AK 28 8 9 7911 5 a o I5' 30' SCAVE:". 3o' 4 PINE ay 3 3 3 - 2 SARAH CREEK d BH 1 L Neeru BHN APD (BRAI) 33' OAK 4 Note: Mid-Atlantic Resource Consulting is responsible only for applying to'ebtain 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 J. GILLESPIE, JR. & LISA CASANOVA 7911 Berkeley Drive, Gloucester 1. Steven S. Brown & Amy B. Brown Gloucester County On Sarah Creek 2. Barron W. Dishman & Shannon L. #5IC(4)5 -25 a Dishman RPC 24254 Date: 2-10 Sheet of Prepared by: Mid-Atlantic Resource Consulting -1095 Cherry Row Lane, Shackicfords, VA 23156 (804)366-1768 Kulahvenspgmailcom Received by VMRC February 11, 2025 /blh CLASS I ARMo2 STONE OVER cLot. / CLASS T CORE STONE OUE2 FILTER 1.5 : I.o SLOPE w/ BURRIED OE. PINK FLAG SF SEEDI MULCH A-A CPOSS-SECTION 6 FLLTER CLOTH 6 BULEHEAD ESTNG MHwlz.s) CLASS I To REMAN. Pvc, ARMoR CLASST CORE -MLw/o.o) BCITONS - 9'MAx NIPTA VARIES 4y HELGHT OF REVETMET 6 1 2 SCAVE!)"-2 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 REVETMENT JOHN. J. GILLESPIE, JR. & LISA CASANOVA 7911 Berkeley Drive, Gloucester 1. Steven S. Brown & Amy B. Brown Gloucester County On Sarah Creek 2. Barron W. Dishman & Shannon L. #: 51C (4)5 5 Dishman RPC 24254 Date: Z-10-25 Sheet 3 of Prepared by: Mid-Atlantic Resource Consulting - 1095 Cherry Row Lanc, Shacklefords, VA 23156 (804)366-1768 Huialaesigmicom Received by VMRC February 11, 2025 /blh - CLASS T ARMoR- STONE WJER STE OVER- FILTER CLST. - CVASS I Cone -15:1 I.o SLOPE w BURRLEO TOE. PINK FLAL 2 1 SEEDt PuLCH B-B CROSS-SEZTION FLTER- CLOTH s MW/2.5) PE) EKISTNL BULLMEAS BOTTDM Mlo.o) T PEMAIN -9'MAY WIDTH VARIES VA HEILHT OF REVETMENT - 2! SCALE : I "2 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 REVETMENT JOHN J. GILLESPIE, JR. & LISA CASANOVA 7911 Berkeley Drive, Gloucester 1. Steven S. Brown & Amy B. Brown Gloucester County On Sarah Creek 2. Barron W. Dishman & Shannon L. #51C (4)5 Dishman RPC: 24254 Date: 2-10- Z5 Sheet of Prepared by: Mid-Atlantic Resource Consulting 1095 Cherry Row Lane, Shacklefords, VA 23156 (804)366-1768 Kauisiaens-gmaiicon Received by VMRC February 11, 2025 /blh Two PRopaseD MOORING PiLs -+b.0 BH MHw (2,5) MLW Lo.0) - Lo 3.o' .o EXSTINL BOATHOLKE, 22' HIPT * CATWALK REPAZE 6'x72 WAL - KWAM REMNE EKISTIL 15' b'p30' CATWALK A PRO PDSED) MODPIN6 PILEs () 7z' TOTAL 7 T MHW K52 To MLW- - I lo' Zo' 1 1 SCAVE:I".20 Note: Mid-Atlantic Resource Consulting is responsible only for applying to obtain local wetland, Virginia Marine Resources Commission and' U.S. Army Corps ofEngineers permits. Mid-Atlantic Resource Consulting is not responsible for any land disturbing activities or construction activitics associated with the project. Adjacent Property Owners PIER DETAIL. JOHN. J. GILLESPIE, JR. & LISA CASANOVA 7911 Berkeley Drive, Gloucester 1. Steven S. Brown & Amy B. Brown Gloucester County On Sarah Creek 2. Barron W. Dishman & Shannon L. #51C(4)5 6 5 Dishman RPC24254 Date: 2-) 10-75 Sheet of Prepared by: Mid-Allanticl Resource Consulting . 1095 Cherry Row Lane, Shacklefords, VA 23156 (80-)366-1768 Eurishavenspmiicon Received by VMRC February 11, 2025 /blh