DEGEIVER JUN 17 2024 UU From: Craig Palubinski To: MRC- jpa Permits Subject: Aberdene LLC By. Sm Aquatic, jpa Date: Monday, June 17, 2024 11:40:12 AM Attachments: Aberdene Aquatic. LLCi jpa.pdf Aberdene Aquatic. LLCD permit drawings.pdf 240lpDllolp Good morning Beth and Michele, Please find attached a jpa and permit drawings for Aberdene Aquatic, LLC - Commercial wharf rehabilitation project in Gloucester County. Thanks, Craig Recieved by' VMRC June 17, 2024 map * 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 dNp/wwwds.iyininggovlecatonsasp), Complete the Permit Application Fee Form and submit it per the instructions to the address listed on the form. Instructions for submitting any other fees will be provided to the applicant by DEQ staff. * VMRC: An application fee of $300 may be required for projects impacting tidal wetlands, beaches and/or dunes when VMRC acts as the LWB. VMRC will notify the applicant in writing if the fee is required. Permit fees involving subaqucous 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 forl LWBs may be found at up/cem.vimsadwxemit: webguidance/local wetlands boards.htm!. FOR AGENCY USE ONLY Notes: JPA # 2024-1420 APPLICANTS Part 1 - General Information PLEASE PRINT OR TYPE ALL ANSWERS: Ifa question does not apply to your project, please print N/A (not applicable) in the space provided. Ifadditional space is needed, attach 8-1/2 x 1I inch sheets of paper. Check all that anply Pre-Construction Notification (PCN) PASDO - PGP Self Verification D NWP # (Replaces Regional Permit 17 (For Nationvide Permits ONLY- - No DEQ- (RP-17) checklist) VWP permil writer will be assigned) County or City in which the project is located:GLOUCESTER COUNTY Waterway at project site:ABERDEEN CREEK PREVIOUSACTIONS RELATED TO THE PROPOSED HORK (Include allfederal, state, and local pre application coordinution, site visits./ previous perits, or applications whetler issted, withdrawy, or denied) Historical information for past permit submittals can bet found online with VMRC htips/webappsr EYTPTEAPAYIETA -or VIMS EsmESREsaNN htm! 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) ALL BULKHEAD, DREDGING & PIERS VMRC #23-1372 6-12-24 TO BE WITHDRAWN Application Revised: August 2023 5 Recieved by VMRC June 17, 2024 map Part 1 - General Information (continued) I. Applicant's legal name* and complete mailing address: Contact Information: ABERDENE AQUATIC, LLC Home C CIO MARIE L. KNAPP - MEMBER Work (804 642-9400 3595 GEORGE WASHINGTON MEM. HWY. Fax HAYES, VA 23072 Cell e-mail mknapp@17m2.com State Corporation Commission Name and ID Number (ifa applicable). 2. Property owner(s) legal name* and complete address, ifdifferent from applicant: Contact information: SAME AS APPLICANT 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 (ifapplicable): Home C BAYSHORE DESIGN, LLC Work (804 472-4439 CRAIG PLAUBINSKI Fax 8518 COPLE HIGHWAY Cell (804 761-9672 HAGUE, VA 22469 e-mail catpgaphandasynan State Corporation Commission Name and ID Number (ifs applicable) * Ifmultinles apnlicants. property owners. and/ors agents. each must bel listed ands each musts sien 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 tree clearing and/or grading will be required, including the total acreage. If the project requires pilings, please be sure to include the total number, type (e.g. wood, steel, etc), diameter, and method of installation (e.g. hammer, vibratory,jetted, etc). If additional space is needed, provide a separate sheet of paper with the project description. PROPOSED COMMERCIAL WHARF REHABILITATION PROJECT TO INCLUDE: - REMOVE DETERIORATED BULKHEAD, PIERS AND MOORING PILES. - CONSTRUCT A 188' REPLACEMENT VINYL BULKHEAD AT AND LANDWARD OF EXISTING BULKHEAD TO BE REMOVED. - DREDGE NEARSHORE BOTTOM (ADJACENT TO BULKHEAD) TO (-) 4' MEAN LOW WATER (MLW) DEPTH. TOTAL VOLUME OF DREDGING = 385 C.Y.. ALL DREDGE MATERIAL TO BE DE-WATERED IN CONTAINMENT AREA ON SITE, THEN (ONCE DE-WATERED) TRANSPORT DREDGE MATERIAL (BY TRUCK) TO AN APPROVED UPLAND DISPOSAL SITE (SAND AND GRAVEL PIT). - CONSTRUCT A 166' RIP-RAP SILL WITH 75 C.Y. BEACH NOURISHMENT WITH 1,600 S.F. WETLANDS VEGETATION PLANTINGS. CONSTRUCT A 16' X 40' COMPACTED OYSTER SHELL - SMALL BOAT LAUNCH. CONSTRUCT (3) FLOATING PIERS (WITH OPEN PILE WALKWAYS AND GANGWAYS) WITH 34 SLIPS (TOTAL). Application Revised: August 2023 6 Recieved by' VMRC June 17, 2024 map Part 1 - General Information (continued) 5. Have you obtained a contractor for the project? Yes* X No. *Ifyour answer is "Yes" complete the remainder ofthis question and submit the Applicant's and Contractor's Acknowledgment Form (enclosed) Contractor's name* and complete mailing address: Contact Information: Home Work Fax Cell email State Corporation Commission Name and ID Number (if applicable) * 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: Telephone number GLOUCESTER.MATHEWS GAZETTE (804 ) 693-3101 JOURNAL P.O. BOX 2060 GLOUCESTER, VA 23061 7. Give the following project location information: Street Address (911 address ifavailable)3923. ABERDEEN CREEK ROAD GLOUCESTER,VA: 23061 Lol/Block/Parcel# PARGEL4P-FAAMAPSE 3 7-49 KPC: 12871 SubdivisionABERDEEN CREEK COMMERCIAL LANDING City / County GLOUCESTER COUNTY ZIP Code23061 Latitude and Longitude at Center Point of Project Site (Decimal Degrees): 37.342959 DEG. / -76.591286 DEG. (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 mapshowing how the property is I0 be subdivided should also be provided. GLOUCESTER, RT. 17 SOUTH TO WHITE MARSH; RIGHT ONTO RT. 614 (HICKORY FORK ROAD); LEFT ONTO RT. 632 (ABERDEEN CREEK ROAD) AND FOLLOWTO #3923 AT THE END. 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. 09 - STABILIZE SHORELINE - IMPROVE NAVIGATION AND PROVIDE MOORING FOR COMMERCIAL FISHING AND WORK VESSELS. Application Revised: August 2023 7 Recieved by VMRC June 17, 2024 map Part 1 - General Information (continued) 9. Proposed use (check one): Single user (private, non-commercial, residential) X Multi-user (community, commercial, industrial, government) 10. Describe alteratives 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 (çlearing, grading, excavating) during and after project construction. Please be advised that unavoidable losses oftidal wetlands and/or aquatic resources. may require compensatory mitigation. SEE DRAWING SET 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 ofthe project which are already complete in the project drawings. 12. Approximate cost ofthe entire project (materials, labor, etc.): $335,000 Approximate cost ofthat portion of the project that is channelward of mean low water: $230,000 13. Completion date of the proposed work: SUMMER-FALL -2027 14. Adjacent Property Owner Information: List the name and complete mailing address, including zip code, of each adjacent property owner to the project. (NOTE: ify 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. PARCEL 50: GLOUCESTER COUNTY PUBLIC LANDING 6489 MAIN STREET, SUITE 333 GLOUCESTER, VA 23061 PARCEL 57K: PTLI PROPERTIES, LLC 9084 JOHN CLAYTON MEMORIAL HIGHWAY GLOUCESTER, VA 23061 Application Revised: August 2023 Recieved by' VMRC. June 17, 2024 map Part2 - Signatures 1. Applicants and property owners (ir different from applicant). NOTE: REQUIRED FOR ALL PROJECTS PRIVACY ACTSTATEMENT Tle Departmeut of the Army permit progran is authorized by Section 10 of (he Rivers and Harburs Act uf 1899, Section 404 oftle Cleau Water Act, and Section 103 of tlie Marine Protection Research and Sanctuarles Act of1972. These laws require thal individuals obinin permits thnt autlorize structures and work ln oraffecting navigable waters of the United Stales, the discharge of dredged or nil salerlal into wnters of the United States, and thc trnsportation of dreiged materin! for the purpose of dumplng it lnto occan waters prior to nndertaking the activity. Information provided ln the Joint Permit Application will he used In tho permit review process and is a matter of public record once the applientiou Is filed. Disclosuro of (hte requested Iuformation is voluntary, but it may not be possible to evalunte the permit application or to issue a penult Ifthe Information requested is uot proylded. CERTIFIÇATION: I nm hereby applying for all permlts typienlly issueul byt the DEQ, VMRC, USACE, nud/or Local Wotlands Bonrds for the activities Thave described lierein, Ingreet to allow the duly authorized representatives of nny regulatory or advisory agency to enter upon the premises of the project site at rensonable times to inspect and photograph site conditlons, both In revlowing n proposnl lo issuc a permit aud afler permit issuance to determine complinnce with the permit. In addition, certify under penalty oflaw thnt this document and all attachments were prepared under my direction or supervislon in accordance with a system designed to assure that qualified personnel properly gather and evalunle the information submitted. Based on ny inquiry of the person or persons who manage thesystem or (hose persons directly responslble for galhering (he Information, the lnformntion submitted ls, to (he best ofmy kuowledge aid bolief, true, accurate, and complete. lam aware that there are signlficant penallies for submitting false Information, Including (he possibllity of fine and imprisonment for knowing violations. ABERDENE AQUATIC, LLC Applicant's Legal Name (printed/lyped) (Use ifi more than one applicant) X Marie L Kngpp Applicant's Signature (Use ifr more than one applicant) JUNE 12, 2024 Date Property Owner's Legal Name (printed/lyped) (Usc if more than one owner) (Ifdifferent from Applicant) Property Owner's Signature (Usc if more than one owner) Date Applicalion Revised: August 2023 Recieved by VMRC June 17, 2024 map Part 2 - Signatures (continued) 2. Applicants laving ugenfs (fupplicable) CERTIFICATION OF AUTHORIZATION I (we), ABERDENE AQUATIC, LLC lcreby certify that I (wc) have authorized CRAIG PALUBINSKI (Applicant's leyal name(s)) (Agen!' 's name(s)) 10 act on my behalf and take all actions necessary to the processing, issuance and acceptance ofthis permit and any and all slandard and special condilions allached. We hereby certifylhe! the information submitted in (his application is truc and accurate to the bes! of our knowledge. (Ager Sigiture) (Useifr moro than one agent) JUNE 12, 2024 (Date) Marie L Kugpp (Applicnnt's Signalure) (Use if more than one applicant) JUNE 12, 2024 (Date) 3. Applicnnt's having contractors (If applicable) CONTRACTOR ACKNOWLEDGEMENT 1 (we),. have contracted (Applicant's legal nane(s) (Contractor's name(s)) to perfarm the work described in this. Joint Permit Application, signed and dated We will read and abide by all conditions scl forth in all Federal, State and Local permits as required forthis project. We undersland that failure to follow the conditions ofthe permils may constitute a violation of applicable Federal, state and local slalutes and that we will be liable for any civil and/or criminal penalties imposed by these statutes. In addition, wo agrec lo make available a copy of any permit to any regulatory representative visiting the project lo ensure permit compliance. Ifwe fail to provide the applicable permit upon request, we understand that the representative will have the option of stopping our operation until it has been detommined that we have a properly signed and executed pennit and are in full compliance with all terms and conditions. Contractor'si name or name of fim Contractor's or firms address Contractor's signature and title Contractor's License Number Applicant's signature (usci ifi more than one applicant) Date Appliculion Revised: August 2023 10 Recieved by VMRC June 17, 2024 map Part3-Appendices Please complete and submit thc appendix questions applicable to your project, and attach the required vicinity map(s) and drawings to your application. if an 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. CONSTRUCT (3) COMMERCIAL FLOATING PIERS WITH A TOTAL OF 34 SLIPS. 2. For private, noncommercial piers: Do you have an existing pieron your propertyn Yes No Ifyes, will it be removed? Yes N6 Is your lot platted to themean low water shoreline? Yes No What is the overall jength of the proposed structurc? feet. Chanpélward ofMeapHigh Water? feet. Channelward ofMean Low Water? feet. What is thearea ofthe piery'and platforms thatwill be constructedc over Tidal non-vegétated wetlands square éet. Tidal vegorated wetlands square fect. Submerged lands square feet. What is the total'size ofany and alL- or T-head platforms? sq. ft. For boathoysés, what is the overal size of the rogP'structure? sq. ft. Will youpboathouse have sidés? 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 ofthe Code ofVirginia a VMRC permit may not be required for such structures (except as required by subsection D of $ 28,2-1205 for piers greater than 100 feet in length involving commercially productive leased oyster or clam grounds), provided that ()t the piers do not extend beyond the navigation line or private pier lines established by the Commission or the United States Anny Corps of Engineers (USACE), (ii) the piers do not exceed six feeti in widih and finger piers do not exceed five feet in width, (ii) any L or Thead platforms and appurtenant floating docking platforms do not exceed, in the aggregate, 400 square feet, (iv)i if prohibited by local ordinance open-sided shelter roofs or gazebo-type structures shall not be placed on platforms as described in clause (i), but may be placed on such platforms ifnot 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 lin. In casesi in which open-sided roofs designed to shelter a single boat, boat slip or boatlift will exceed 700 square feet in coverage or the open-sided shelter roofs or gazebo structures exceed 400 square feet, andi in cases in which an adjoining property owner objects to a proposed roofs structure, permits shall be required as provided in $ 28.2-1204. Application Revised: August 2023 15 Recieved by VMRC June 17, 2024 map 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 fect 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 thc open water measured from mean high water or the channelward 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 feet above any wetland substrate. 4. Provide thet type, size, and registration number ofthe 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?IN PROCESS (required pursuant to Section 28.2-1205 Cofthe Code ofVirginia). B) Will petroleum products or other hazardous materials be stored or handled al your facility?NO C) Will the facility be equipped to off-load sewage from boats?YES D) How many wet slips are proposed?34 How many are existing?4 7, BE GZEMOED) E) What is the area of the piers and platforms that will be constructed over Tidal non-vegetated wetlands 96 square feet Tidal vegetated wetlands 80 square feet Submerged lands 3,726 square feet 6. For boat ramps, what is the overall length oft the structure?40 feet. From Mean High Water?35 feet. From Mean Low Water?20 feet. Note: drawings must include the construction materials, method ofinstallation, 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 Recieved by VMRC June 17, 2024 map EZACEMEAIT BULICHERO 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: It is the policy of the Commonwealth that living shorelines are the prefèrred alterative for stabilizing tidal shorelines (Va. Code $ 28.2-104.1). Information on non-structural, vegetative alternatives (.e., Living Shoreline) for shoreline stabilization is available at Atpcmvimacdionsinl zone/living shorelins/nde.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: CONSTRUCT A 188' REPLACEMENT VINYL BULKHEAD AT AND LANDWARD OF EXISTING TIMBER BULKHEAD TO BE REMOVED. 2. What is the maximum encroachment channelward of mean high water?0 feet. Channelward of mean low water?0 feet. Channelward ofthe back edge of the dune or beach?N/A feet. 3. Please calculate the square footage ofe encroachment over: Vegetated wetlands U square fect Non-vegetated wetlands 0 squarc fect Subaqueous bottom 0 square feet Dune and/or beach 0 square feet 4. For bulkheads, is any part ofthe project maintenance or replacement of a previously authorized, currently serviceable, existing structure? x Yes No. If yes, will the construction of the new bulkhead be no further than two (2) feet channelward of the existing bulkhead? X Yes No. Ifno, please provide an explanation for the purpose and need for the additional encroachment. Application Revised: August 2023 17 Recieved by' VMRC June 17, 2024 map Part3-Appendies (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, ineluding fittings if used. HEAVY GRADE, CORRUGATED, INTERLOCKING VINYL SHEET PANELS. 6. Ifusing stone, broken concrete, ctc. for your structure(s), what is the average weight oft the: Core (inner layer) materiaIN/A pounds per stone Class size NA Armor (outer layer) material N/A pounds per stone Class size N/A 7. For beach nourishment, including that associated with breakwaters, groins or other structures, provide the following: Volume of material NIA cubic yards channelward of mean low water NA cubic yards landward of mean low water NA cubic yards channelward ofmean high water NA cubic yards landward of mean high water Area to be covered NA square feet channelward of mean low water N/A square feet landward of mean low water NA square feet channelward ofmean high water NA square feet landward of mean high water Source of material, composition (e.g. 90% sand, 10% clay):NA Method oftransportation and placement: NIA Describe any proposed vegetative stabilization measures to be used, including planting schedule, spacing, monitoring, etc. Additional guidance is available at up.bmwaimsdwhboueidaawle-phmntingtuieins: NONE PROPOSED Application Revised: August 2023 18 Recieved by VMRC June 17, 2024 map W-AP SILL 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: It is the policy of 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 (.e., Living Shoreline) for shoreline stabilization is available at Mtp/smvimadluoatl zone/living shoreline/indezhtmi 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 mcan high water and/or ordinary high water in cubic yards, as applicable: CONSTRUCT A 166' RIP-RAP SILL WITH 75 C.Y. BEACH NOURISHMENT AND 1,600 S.F WETLANDS VEGETATION PLANTINGS. 2. What is the maximum encroachment channelward ofmean high water?28 feet. Channelward ofmean low water?12 feet. Channelward ofthe back edge ofthe dune or beach?NA fect. 3. Please calculate the square footage ofencroachment over: Vegetated wetlands U square feet Non-vegetated wetlands 30 square feet Subaqueous bottom 1,630 square feet Dune and/or beach 0 square feet 4. For bulkheads, is any part of the project maintenance or replacement of a previously authorized, currently serviceable, existing structure? YesX No. If yes, will the construction of the new bulkhead be no further than two (2) feet channelward of fthe existing bulkhead? Yes NA No. Ifr no, please provide an explanation for the purpose and need for the additional encroachment. Application Revised: August 2023 17 & Recieved by VMRC June 17, 2024 map Part3-Appendites (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. QUARRY STONE OVER FILTER CLOTH 6. If using stone, broken concrete, etc. for your structure(s), what is the average weight of the: Core (inner layer) material3-25 pounds per stone Class size GABION Armor (outer layer) material 25-75 pounds per stone Class size A1 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 75 cubic yards landward of mean low water 55 cubic yards channelward ofmean high water 20 cubic yards landward of mean high water Area to be covered U square feet channelward of mean low water 1,600 square feet landward of mean low water 1,200 square feet channelward of mean high water 400 square feet landward of mean high water Source of material, composition (e.g. 90% sand, 10% clay):UPLAND: SOURÇE, 90% SAND Method oftransportation and placement: TRUCK AND EXCAVATOR Describe any proposed vegetative stabilization measures to be used, including planting schedule, spacing, monitoring, etc. Additional guidance is available at isaaaaeta SPARTINA ALTERNIFLORA AND SPARTINA PATENS Application Revised: August 2023 18 Rx Recieved by' VMRC June 17, 2024 map APPENDIX J - DREDGING, MINING, & EXCAVATING Questions: 1. Complete the table below with the volumes (cu. yds.) and areas (sq. ft.) of material to be removed from waters by each method, for each category: NEW MEGUPA! ICAL MAINTENANCE Hydraulic Dragline Clamshell Other Hydraulic Dragline Clamshell Olher Vegetated Wetlands* Nonveg. Wetlands* UPLAA Subaqueous 16D CH. 226 aM Land* 36Ds S F 675 S.F Totals: 1CO L.M. 225 GM * Report tidal and/or nontidal bos a . L75 . .. 2 State the composition of the material (e.g. clay 25%, sand 25%, silt 50%): SUTASTE2SHELL AD SMD 3 How will the dredged material be retained to preven! re-entry into the waterway? SPDSED IAL A L AfPDDI VED 1A AA I DISEDSD SIIZ 4. Will the dredged material be used for any commercial purpose? Yes No 5. For mining projects: Explain the operation plans on a separate sheet of paper. Include the frequency (e.g. every 6 wks), duration (e.g. Apr Sep), and volume (cu. yds.) to be removed per operation; the temporary storage and handling methods of dredged material; and how equipment will access the dredge site. Have you applied for a permit from the VA Dept of Mines, Minerals, & Energy? Yes No MP 6. For maintenance dredging projecls: When was dredging last performed? Provide permit number Attach a copy of the permit. 7. What is the approximate drainage area and average stream flow?- -sq mi cfs Specific Information for Plan View Drawing: width of the waterway, measuring from mean high water lo mean high waler (tidal areas) or ordinary high water to ordinary high water (nontidal areas) location and dimensions of area proposed to be dredged location of existing channels location of dredged material disposal area if located on-site** (for off-site areas: Provide a drawing that includes the location, dimensions, benchmarks, berms, and/or spillways. Also provide an explanation of how the material will be transported, including the location of the proposed transfer site(s). For non-commercially owned/operated disposal areas, altach local approvals for proposed disposal areas. location and dimensions of buffer zone between dredge cut and vegelated wetlands existing and proposed depths in the project area based on mean low water (tidal) or ordinary high water (nontidal) 35 Recieved by' VMRC June 17, 2024 map dow 1202 '21 ounr: DNA Aaposopoy ET7VIS SUSOUHSHE 7HVIS mnE SALgV KCZH 51 nme7,70 ZLG5Z UINVZyA I 15354 S6SE w"aa 2EUS3nOTO 'GE CWWAELIIAISO 77NV S rvano (2rVL / rYCOrVISN- bh 7 'ZE S000E E nar y< a Vg LI7U tI - 0000 730 reguzauu EZ6E EVOLS0OT SRZ u 0 azeiry 70EWWOD CESHO 0 a 0513 75 I90EZ D 797 n anyowvaw gc # TVVT ELIS rahy? M80G 277 IZHORAS 76 7391 A LS BURE Sy rorvR- u0a / 701 CRIVeWOD - Oh wua 170EZ VA'zIS - ieH 33DE5 rvaw 5SE VIS mmp hirrioo SL a Boy % OLE . 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Juno 17, 2024 map SECTIDA 'A'-'P F2DPDSED EXCAVPITION DZEDGIAG NOTES SCAIE:1I4PET 4C 4 AND 07EDGNIG AZEA FPDPASED EPACEMENTWNH Bu KHEAD 1 ( 1 MLA I. D2EDCINCS AMDUAIT: 1E 1Z DIA. PILES * 6 TD Co 0.2. SUBAQLEOUS BorDoM: 16O G.4. D STAG OEERIDIZARD IMTERTDPL o L4. CONG . HEALM. CADE BU a BAC D ee - URLAND: DoTTN: 225C.". GZEMONEO TDTAL DIA. nouo AP. .R5 aEA'p. = 385 C.4. EXISTAG MRACTED D4SER 2. DZEDGING AREA: 56 a d6 445.0 mols.s - SUBABLENUS earw: 3.lons 5.F - INEnOEL GoDn: o S.F ME ur F L h. nD UPLAAID: 6755.F mI-M (+) 2.5 TDTAL - 4. 290 S.F. 3. DOEDGING DEPI74: DEADMAN ACH a a -4-)4.0" MEAN Low MIATERL Imw WIIO a mLw o Izb ng 4. DEDCE MATERIDL: 3 4-34.0 RoDAn. - SIT. O4SJER SHCLL DAD SAAD A * B4BMB POSURE( s D2EDCE MEJDD: 6 4.D' - MECHAIGAL B THEURAAD, EXCAUPIDZ DAMGE MATERIAL PDSITOLED T MEM GOIDM el 1H/3IH n: H E BETANGDATES pAn ULLA popED INJD MATERIAL DUPEEING o 8 E2S TD HDLD EX.6-344 DEPI) CMGMMELG PRGD ONSAE. 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