Loading...
HomeMy WebLinkAbout20141082 Ver 3_Response to Add Info_20190802From: Mike Morway To: Scarbraugh. Anthony Cc: Bodnar. Gregg; John Delucia; Jamie Hatchell; Edgerton. Thom; Tankard. Robe t; Bodnar. Gregg; Renaldi, Ronald Subject: RE: [External] Wanchese Marina Date: Friday, August 2, 2019 4:28:42 PM Attachments: 0871A - CAMA submittal for additional inofrmation - 2019-08-02.pd CAUTION:"loss or open at Anthony, I have sent the NO1 for NCG190000 and NCG530000 to the applicable addresses. I have also sent 3 copies to 401 & Buffer Permitting Unit. Attached is a PDF of the response letter (to 401 & Buffer Permitting) along with the NO1 submittals. Thank -you & Have a nice weekend, Michael J. Morway, PE Albemarle and Associates, LTD PO Box 3989 Kill Devil Hills, NC, 27948 Ph: 252-441-2113 Fx: 252-441-0965 email: mikemaalbemarleassociates.com web: www.albemarleassociates.com The information contained in this email message and any attachments is confidential information intended only for the use of individuals or entities named above. If the reader of this message is not the intended recipient you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this email in error, please notify us immediately by email at the originating address. From: Scarbraugh, Anthony <anthony.scarbraugh@ncdenr.gov> Sent: Friday, August 02, 2019 7:44 AM To: Mike Morway <mikem@albemarleassociates.com> Cc: Bodnar, Gregg <gregg.bodnar@ncdenr.gov>; John Delucia <johnd@albemarleassociates.com>; Jamie Hatchell <jamie@hatchellconcrete.com>; Edgerton, Thom <thom.edgerton@ncdenr.gov>; Tankard, Robert <robert.tankard@ncdenr.gov>; Bodnar, Gregg <gregg.bodnar@ncdenr.gov>; Renaldi, Ronald <ronald.renaldi@ncdenr.gov> Subject: RE: [External] Wanchese Marina Mr. Morway, Please see the response to your inquiries below. If this doesn't resolve your concerns, I would recommend a meeting at our office to discuss your concerns with the respective agencies. Regards, Anthony Scarbraugh Anthony Scarbraugh Em3ronmeFrf& Speciahst .7 f titer Resources North Carol m- a Oeparunmt of Em-ironmental Quality 252.9483924 (Office) Anthony. Scarbraugh-&cdemr.gov &rW cares0&0er� to"ilran Iftsacictr�5s b svt3rr t� r+ti Fkx1J� rahx� FA�ccras tawa mar be pied ro third pwt*m From: Mike Morway[mailto:mikem(@albemarleassociates.com] Sent: Thursday, August 1, 2019 5:35 PM To: Scarbraugh, Anthony <anthony.scarbraughCo ncdenr.gov> Cc: Bodnar, Gregg <gregg.bodnar(@ncdenr.gov>; John Delucia<iohnd(cDalbemarleassociates.com>; Jamie Hatchell <iamiei Regarding comment #3 —There is a fish rinse station on the site that has been in place for a long time. Dumpsters are provided within the cleaning area for disposal of waste. I am not understanding what aspect of the 2019 submittal triggered this requirement that did not apply in the 2018 submittal. We are not requesting any new fish cleaning/ packing / processing facilities so I am not understand why we would be pursuing NCG530000. The wastewater generated from cleaning of the fish for commercial use will trigger the requirements for the NCG530000. As for the previous authorization issued 401 Water Quality Certification issued under DWR Project No. 14-1082 V2 (attached) on March 5, 2018 that required no written concurrence from the Division, no information was provided regarding cleaning station in the minor modification request package. Thank you, Sincerely, Michael J. Morway, PE Albemarle and Associates, LTD PO Box 3989 Kill Devil Hills, NC, 27948 Ph: 252-441-2113 Fx: 252-441-0965 email: mikem(a)albemarleassociates.com web: www.albemarleassociates.com The information contained in this email message and any attachments is confidential information intended only for the use of individuals or entities named above. If the reader of this message is not the intended recipient you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this email in error, please notify us immediately by email at the originating address. From: Scarbraugh, Anthony<anthony.scarbraugh(@ncdenr.gov> Sent: Wednesday, July 31, 2019 9:07 AM To: Mike Morway<mikem(@albemarleassociates.com> Cc: Bodnar, Gregg <gregg.bodnar(a)ncdenr.gov>; John Delucia<iohnd(a)albemarleassociates.com> Subject: RE: [External] Wanchese Marina Mr. Morway, See response to your questions below. Regards, Anthony Scarbraugh r North Carolina department of Environmental QualitY 252.948.3924 (Office) Anthony_ Scarbraugh&cdem goy &FkJd GGfFCyxWXc Uf7 ' fu &KJ kcrrr Pis &.khlaZ Ls sr�ru [f U IVAIJ (: L*FU r7fU9C RDOCA191 aw ald ffuy be MgJ)wd to Mrd P7U9F, From: Mike Morway [ma iIto: mikem(E aIbemarleassociates.com] Sent: Tuesday, July 30, 2019 5:16 PM To: Scarbraugh, Anthony <anthony.scarbraugh anncdenr.gov> Cc: Bodnar, Gregg <gregg.bodnarl@ncdenr.gov>; John Delucia<iohnd(@albemarleassociates.com> Subject: [External] Wanchese Marina •. al email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to [1.5oam2nC.Rov M. Good Afternoon Anthony, I hope things are well with you. John Delucia has been pretty busy and had asked me to assist with the Wanchese Marina. Unfortunately I have not been involved in the project and has thus taken me some time to look through the project history and understand were the project currently stands. I understand that the recent submittal was a modification to a previously approved application in which the following was being requested: • Rebuild former fish house on existing building pad (1920 sf) • Construct finger pier for proposed boats lips (26-81) • Replace portions of existing bulkhead • Widen Channel entrance to north basin • Repair existing wooden walkway In reviewing your comments, It appears that #1 & #2 are related. As I follow the requirements, installing a boat wash would trigger the need to obtain NCG19000. However, I cannot see where installing a boat wash has been identified on the plan or otherwise noted in application or narrative. Can you please let me know what has triggered comments 1 & 2? The activities as proposed would be considered a marina as defined under 15A NCAC 07H .208(b)(5) and therefore must met the requirements of NCG190000 (see link below for information). Additionally, if no maintenance activities are to take place on the site including washing down of boats then state that in your response. If maintenance activities are to take place then the requirements under 15A NCAC 02T .1003(a)(3) (see attached) will have to be met. Guidance Tools for Marinas and Boatyards: https://deq.nc.gov/about/divisions/water-resources/water-resources-permit-guidance/wetlands-compliance- assistance/marinas Comment #3 refers to the requested "rebuilding fish house". In discussing this with the owner, it is not the intent that the rebuilt structure would be utilized as a "fish house" for processing or packing seafood. I am assuming it was used as such in the past which explains why it was labeled that way. The intent is to utilize the structure for storage of equipment in support of the surrounding fishing activities. As stated above in previous response, the facility is a marina and provides the serve of fish cleaning via the existing cleaning station and therefore the requirements for a NCG530000 (see link) or individual permit are applicable. Unless wastewater generated during the cleaning activities is captured and treated via on-site or off-site permitted wastewater facility. Fish & Seafood Packing/Rinsing/Fish Farms https://deq.nc.gov/about/divisions/water-resources/water-quality permitting/npdes-wastewater/npdes-permitting-2 Please review this items and contact me as soon as you can. I apologize I have not been able to reach you earlier, as I noted it has taken me some time to wrap my hands around what the project is about. I left you a message earlier this afternoon, so hopefully with this information we can have a brief conversation and understand what needs to happen to proceed, as I believe we are nearing the response date. Please call me at the number below, or on my mobile at 252-599-6441. 1 should be in the office most of tomorrow, but not so much on Thursday. You can reach me at one of those numbers. Thank you for you help with this project, Michael J. Morway, PE Albemarle and Associates, LTD PO Box 3989 Kill Devil Hills, NC, 27948 Ph: 252-441-2113 Fx: 252-441-0965 email: mikem@albemarleassociates.com albemarleassociates.com web: www.albemarleassociates.com The information contained in this email message and any attachments is confidential information intended only for the use of individuals or entities named above. If the reader of this message is not the intended recipient you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this email in error, please notify us immediately by email at the originating address. August 23 2019 NC Department of Environmental Quality 401 & Buffer Permitting Unit 1617 Mail Service Center Raleigh, NC, 27699-1612 RE: Wanchese Marina Response to Request for Additional Information DWR #14-1082 V3 To whom it may concern: Please find the attached response to the letter dated 7/3/2019 pertaining to the Wanchese Marina. The items noted in this letter have been addressed as follows: 1. An application for NCG190000 has been submitted to NCDEMLR Stormwater Program. I have attached three copies of this submittal as requested. 2. Pursuant to our earlier correspondence, atravel boat lift and staging area was included and approved in the previous CAMA permit. This is being provided to allow for removing from the water and placing them onto transport vehicles and vis -versa. There is not intent to wash and sand boats. 3. An application for NCG530000 has been submitted to NCDENR Division of Water Resources. I have attached three copies of this submittal as requested. If you have any questions pertaining to this submittal, please An not hesitate to contact me. My email address is mikem(c�albemarleassociates.com or I can be reached at 252- 41-2113 (x207). I appreciate your assistance with this application. Sincerely, 11% Michael . Mo y, E Engineer cc: File 08721A Derek Hatchell, Wanchese Marina LLC Land Planning -Engineering -Environmental -Construction Management P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, North Carolina 27948 North Carolina License No. C-1027 Phone: 252-441-2113 mwi.AlbemarleAssociates.com Fax: 252-441-0965 lbemarle & ASSOCIATES, LTD, August 2, 2019 NCDEML — Stormwater Program Department of Environmental Quality 1612 Mail Service Center Raleigh, NC, 27699-1612 RE: Wanchese Marina NPDES NCG190000 Permitting To whom it may concern: Please find the attached Notice of Intent Application for NCG190000 for the Wanchese Marina in Dare County. The Wanchese Marina is a facility that includes permanent and temporary boat dockage for individuals, charter and commercial fishing. The facility also includes a restaurant and office and several other structures in disrepair that were recently torn down with the intention to be re -built. Dare County records indicate the south portion of the site was originally constructed in 1940 and the north portion in 1972. The property changed ownership on 6/12/2018 and the new owner is pursuing previously planned site improvements with some modifications. The application is being provided as required by the NCDEQ Division of Water Quality for processing of a CAMA permit modification. Included within this application is the following: • Notice of Intent Application for NCG190000 • Check for $100 payable to NCDEQ • CAMA permitting plan (revised 8/2/2019) • Figure 1 - Existing Drainage Conditions • Portion if USGS topo quad sheet with Wanchese Marina located If you have any questions pertaining to this submittal, please do not hesitate to contact meI My email address is mikemCa)albemarleassociates.com or I can be reached at 252- 41-2113 (x207). I appreciate your assistance with this application. Sincerely, Michael J. orwa , PE Engineer cc: File 08721A Derek Hatchell, Wanchese Marina LLC Land Planning -Engineering -Environmental -Construction Management P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, North Carolina 27948 North Carolina License No. C-1027 Phone: 252-441-2113 www.AlbemarleAssociates.com Fax: 252-441-0965 K_ Ira, Division of Energy, Mineral and Land Resources Land Quality Section National Pollutant Discharge Elimination System Environmental Quality NCG190000 NOTICE OF INTENT FOR AGENCY USE ONLY Date Received Year Month Da Certificate of Coverage NICIG11 19 Check # I Amount Permit Assigned to National Pollutant Discharge Elimination System application for coverage under General Permit NCG190000: STORMWATER DISCHARGES associated with activities classified as: SIC* (Standard Industrial Classification) 373 Ship and Boat Building and Repairing SIC* 4493 Marinas * Standard Industrial Classification Code For questions, please contact the DEMLR Regional Office for your area. (See page 4) (Please print or type) 1) Mailing address of owner/operator (address to which all permit correspondence will be mailed): Name Wanchese Marina, LLC Owner Contact Derek Hatchell Street Address PO Box 44 City Manteo State NC ZIP Code 27954 Telephone No. 252 473-6074 Fax: E-mail Address 2) Location of facility producing discharge: Facility Name Wanchese Marina Facility Contact Derek Hatchell Street Address 4457 Mill Landing Road City Wanchese State NC ZIP Code 27981 County Dare Telephone No. 252 473-6074 Fax: Email 3) Physical Location Information: Please provide a narrative description of how to get to the facility (use street names, state road numbers, and distance and direction from a roadway intersection). Proceed on US -64 east over the virgina Dare Bridge. Turn right (S) on NC -345 and follow into Wanchese. The facility will be on the left (A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.) 4) Latitude 35.841458 N Longitude -75.623072 W (degrees, minutes, seconds) 5) This NPDES Permit Application applies to which of the following : ❑ New or Proposed Facility* Date operation is to begin ❑✓ Existing *If this new or proposed facility in one of the 20 coastal counties, you must contact the appropriate Regional Office (see page 4) to determine if a State Stormwater Permit is also needed prior to construction. Page 1 of 5 SWU-234-052109 Last revised 6/24/14 NCG190000 N.O.I. 6) Standard Industrial Classification: Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial activity at this facility SIC Code: 4 4 9 3 7) Services and Activities a) Provide a brief narrative description of the types of industrial activities and products manufactured at this facility: (Include a site diagram showing the process areas and location of activities present at this facility.) No fish processing is on-site other than a fish cleaning station used by some clients of charter boats b) Check all services and activities offered or allowed at this facility ❑✓ Transient Slips ❑ 0 Permanent Slips ❑ ❑ Lodging ❑✓ ❑✓ Restrooms ❑ ❑✓ Restaurant ❑✓ ❑✓ Retail Store ❑ ❑ Boat Sales ❑ ❑ Trash Collection ❑ ❑ Recycling ❑ ❑✓ Fish Cleaning Area ❑ ❑✓ Charter ❑ ❑ Live Aboard ❑ ❑ Dry Boat Storage ❑ 8) Discharge points / Receiving waters: Engine Repair Dump Station Haul Out Pump Out Fueling Boat Ramp Boat Hand Washing Vehicle/Equipment Washing Boat Pressure Washing Sanding Sand Blasting Painting Boat Building How many discharge points (ditches, pipes, channels, boat ramps, lift wells, etc.) convey stormwater from the property? Stormwater generally sheet flows from the property into the marina. There are 3 observed points of (concentrated) discharge What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater discharges end up in? Mill Landing Creek If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm sewer system (e.g. City of Raleigh municipal storm sewer). Receiving water classification (if known): sc List discharge points (outfalls) that convey discharge from the site (both on-site and off-site) and location coordinates. Attach additional sheets if necessary, or note that this information is specified on the site plan. Stormwater Outfall No. 1 Latitude (degrees/minutes/seconds): 35.841514 N Longitude (degrees/minutes/seconds): -75.622289 W Stormwater Outfall No. 2 Latitude (degrees/minutes/seconds): 35.842042 N Longitude (degrees/minutes/seconds): -75.621944 W Stormwater Outfall No. 3 Latitude (degrees/minutes/seconds): 35.842828 N Longitude (degrees/minutes/seconds): -75.622111 W Stormwater Outfall No. Latitude (degrees/minutes/seconds): N Longitude (degrees/minutes/seconds): W Page 2 of 5 SWU-234-052109 Last revised 6/24/14 lw NCG190000 N.O.I. Stormwater Outfall No. Latitude (degrees/minutes/seconds): N Longitude (degrees/minutes/seconds): W Stormwater Outfall No. Latitude (degrees/minutes/seconds): N Longitude (degrees/minutes/seconds): W Stormwater Outfall No. Latitude (degrees/minutes/seconds): N Longitude (degrees/minutes/seconds): W 9) Does this facility a) Have an untreated wastewater discharge? R No ❑ Yes b) Have a treated wastewater discharge? R No ❑ Yes If yes, list the permit number. c) Have a wastewater discharge from a recycle system? R No ❑ Yes If yes, list the permit number. d) Have a non -discharge permit? R No ❑ Yes If yes, list the permit number. e) Discharge wastewater to a municipal wastewater collection system? No ❑ Yes If yes, list the municipality and permit number Note: Stormwater discharge permit NCG190000 does not authorize the discharge of any wastewater. If this site discharges wastewater, you must obtain the appropriate wastewater discharge permit in addition to coverage for stormwater discharges under NCG190000. 10) Does this facility employ any best management practices for stormwater control? R No ❑ Yes (Show any structural BMP's on the site diagram.) If yes, please briefly describe: 11) Does this facility have a Stormwater Pollution Prevention Plan? R No ❑ Yes If yes, when was it implemented? 12) Does this facility use solvents on-site? R No ❑ Yes If yes, does this facility have and implement a Solvent Management Plan? ❑ No ❑ Yes 13) Are vehicle/equipment maintenance activities occurring at this facility (ex. fueling, washing, repair, etc.)? ❑ No R Yes 14) Hazardous Waste: a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility? R No ❑ Yes Page 3 of 5 SWU-234-052109 Last revised 6/24/14 IL UOTO •'Ir11I1Irl `1 "0 b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of hazardous waste? IN No ❑ Yes c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of hazardous waste? R No ❑ Yes d) Is hazardous waste stored in the 100 -year flood plain? N No ❑ Yes If yes, include information to demonstrate protection from flooding. e) If you answered yes to questions b. or c., please provide the following information: Type(s) of waste: How is material stored: Where is material stored: How many disposal shipments per year: Name of transport / disposal vendor: _ Vendor address: 15) Certification: North Carolina General Statute 143-215.6 B(i) provides that: Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly renders Inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the [Environmental Management) Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed ten thousand dollars ($10,000). I hereby request coverage under the referenced General Permit. I understand that coverage under this permit will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an individual permit. I certify that I am familiar with the information contained in this application and that to the best of my knowledge and belief such information is true, complete, and accurate. Printed Name of Person Signing: J)tee�Gic�n�(( Notice of Intent must be accompanied by a check or money order for $100.00 made payable to: NCDEQ Page 4 of 5 SWU-234-052109 Last revised 6/24/14 NCG190000 N.O.I. Final Checklist This application will be returned as incomplete unless all of the following items have been included: f� Check for $100 made payable to NCDEQ This completed application and all supporting documents A site diagram showing, at a minimum, (existing or proposed): (a) outline of drainage areas, (b) stormwater management structures, (c) location of stormwater ouffalls (corresponding to which drainage areas), (d) runoff conveyance structures, (e) areas where materials and/or boats are stored, (f) impervious areas, (g) site property lines, (h) boat maintenance, blasting, painting and washing areas, and (i) location of services and activities listed in 7b. Copy of county map or USGS quad sheet (preferred) with location of facility clearly marked on map Mail the entire package to: DEMLR - Stormwater Program Dept. of Environmental Quality 1612 Mail Service Center Raleigh, North Carolina 27699-1612 Note The submission of this document does not guarantee the issuance of an NPDES permit. For questions, please contact the DEMLR Regional Office for your area. DEMLR Regional Office Contact Information: Asheville Office ...... (828) 296-4500 Fayetteville Office ... (910) 433-3300 Mooresville Office ... (704) 663-1699 Raleigh Office ........ (919) 791-4200 Washington Office ... (252) 946-6481 Wilmington Office ... (910) 796-7215 Winston-Salem ...... (336) 771-5000 Central Office .........(919) 807-6300 Page 5 of 5 SWU-234-052109 Last revised 6124114 71 0 0 0 N N 00 Q Q u Q N 00 0 i 0 U i U) U 0 N 00 0 a� 2 a_ U Q SITE VICINITY MAP NTS SITE PLAN NOTES 1. OWNER: WANCHESE MARINA, LLC PO BOX 44 WANCHESE, NC 27981 2. PROPERTY INFORMATION: 4439 MILL LANDING ROAD - PARCEL ID: 019322000; 070705089693 D.B. 2243, PG 29 4447 MILL LANDING ROAD - PARCEL ID: 024844000; 070705088425 D.B. 2243, PG 29 4471 MILL LANDING ROAD - PARCEL ID: 024848000; 070705089300 D.B. 2243, PG. 29 4505 MILL LANDING ROAD - PARCEL ID: 024851000; 070705180233 D.B. 2243, PG. 29 3. THE SITE IS LOCATED IN FIRM ZONE AE(10) FIRM MAP NUMBER 3737007070J, EFFECTIVE DATE SEPTEMBER 20, 2006. (SUBJECT TO CHANGE BY FEMA) 4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE SPECIFIED. ELEVATIONS SHOWN ARE HEREON PER NAVD88. AREAS SHOWN ARE BY COORDINATE METHOD. 5. EXISTING FEATURES AND SURVEY INFORMATION TAKEN FROM SURVEY BY QUIBLE & ASSOCIATES, P.C. DATED MARCH 5, 2012, AND CAMA MAJOR PERMIT DATED SEPTEMBER 8, 2014. 6. THE PROPERTY IS ZONED HML - HISTORIC MILL LANDING MARINE DISTRICT. 7. SEE CAMA MAJOR PERMIT PLAN AS SUBMITTED ON SEPTEMBER 19, 2014 FOR COVERAGE. TOTAL (FOUR LOTS) 232,931.12 SF (5.3474 ACRES) 8. PROPOSED DEVELOPMENT (AS SUBMITTED SEPTEMBER 19, 2014) • REPAIR EXISTING FISH HOUSE (±6,000 SF) • INSTALL 390 LF OF 8 FEET WIDE COMMERCIAL WALKWAY • FOUR SIDE TO SLIPS FOR TRAWLERS • MAINTENANCE DREDGE AND REMOVAL OF CONCRETE IN EXISITNG MAN MADE BASIN AS SHOWN. PROJECT DEPTH -8.0' • EXCAVATE 3,800 SF UPLANDS TO -8.0' • CONSTRUCT 395 LF OF BULKHEAD (AS AMENDED NOVEMBER 2017) • CONSTRUCT TRAVEL LIFT AND CONCRETE STAGING AREA (AS AMENDED JULY 2018) • REBUILD FORMER FISH HOUSE ON EXISTING BUILDING PAD (±1920 SF) • CONSTRUCT FINGER PIERS FOR PROPOSED BOAT SLIPS (26-81) • REPLACE PORTIONS OF EXISTING BULKHEAD • WIDEN CHANNEL ENTRANCE TO NORTH BASIN • REPAIR EXISTING WOOD WALKWAY 12 Y.A EX. 3' WIRE FENCE N4,5-2-7'4 cl MANHOLE N45 27 42" EX. FUEL PLMP V�-- PLATFORM POST AND 23 ROPE PENCE EXISTING ST 22 EXISTING APPROXIMATE 51GN LOGASTI GF EXISTING PRAINFIELD 21 N/F Sh WANCHESE MARINA, LLC BL 024844000 0707 05 08 8425 4447 MILL LANDING ROAD DB 2243, PG. 29 a EX. SHEP EX. Rup HOUSE. MANHOLE PLA IX. FUEL OFF SWITCH O O BOAT SLIPS k.. 4o'" " EXCAVATE PORTION OF S54°07 27 W 112.07 ALONG 44' o0 ' UPLAND AREA 1320 SF PERMIT MODIFICATION ty4� CyVrILLIE ETHERIDGE SEAFOOD COMPANY, INC. � P.C. D, SL.129 �G 024945050 00 46124 0707 05 08 5683 4419 MILL LANDING ROAD 7- " 9! DB 1034, PG. 600 WATER DEPTH r 20 9 O N �\ O O r. EX. 3' WIRE FENCE N4,5-2-7'4 cl MANHOLE N45 27 42" EX. FUEL PLMP V�-- PLATFORM POST AND 23 ROPE PENCE EXISTING ST 22 EXISTING APPROXIMATE 51GN LOGASTI GF EXISTING PRAINFIELD 21 N/F Sh WANCHESE MARINA, LLC BL 024844000 0707 05 08 8425 4447 MILL LANDING ROAD DB 2243, PG. 29 a EX. SHEP EX. Rup HOUSE. MANHOLE PLA IX. FUEL OFF SWITCH O O BOAT SLIPS k.. 4o'" " EXCAVATE PORTION OF S54°07 27 W 112.07 ALONG 44' ' UPLAND AREA 1320 SF PERMIT MODIFICATION �Mj• 7 E 46124 FACE 8 7- " 9! ZO WATER DEPTH 20 9 O E —� X486 r. O -6.5' Lo -3. 15' 01'17 E 11 � .Lo N45 27' 42 N46 c° X151°04'33" E 05' ::} r Q o �. EX. RETE a M c N/F LAMA 6UFFER o WANCHESE MARINA, LLC EXISTING I PARCEL 3A STORY ft -P6 B & D WELL DRILLING INC. N/F RE PC H, SL. 70 - 024890000 WANCHESE MARINA, LLC l 0707 05 08 5021 4458 MILL LANDING RO D 8 07o02os809098 4468 MILL LANDING ROAD ,.W is DB 2243, PG.. N DB 2243, PG. 29 EXI5TIN6 ONE - STORY N51°0817 E 188.85' ON CON SLAP F TO BE RE ILT EX. 3' WIRE FENCE N4,5-2-7'4 cl MANHOLE N45 27 42" EX. FUEL PLMP V�-- PLATFORM POST AND 23 ROPE PENCE EXISTING ST 22 EXISTING APPROXIMATE 51GN LOGASTI GF EXISTING PRAINFIELD 21 N/F Sh WANCHESE MARINA, LLC BL 024844000 0707 05 08 8425 4447 MILL LANDING ROAD DB 2243, PG. 29 a EX. SHEP EX. Rup HOUSE. MANHOLE PLA IX. FUEL OFF SWITCH O O BOAT SLIPS k.. fps �jy „E 181.4 ' r,� �_ L2 40' N47'54 zc�c FORMEROUSE �� BREPLACE ULKHEAD EXISTING TO BE LAMA BUYER T ON P PERMIT EX NG 0 ! ODIFICATIO C" 9' WOOF - EXISTING FUELING 5 TION ILDING WATER PAD DEPTH FENCE ' PREVIOUSLY PERMITTED PERMIT -8.0' <9 Q sr�, FXWITH I WALL EX. FISH aEANING MODIFICATION a TO B_E REMOVED STATION OLP ft -pe 62 D FOU IPATION f1 � •� , EXIST Yz 3d GAMA o� O' S BLP6 6 �� WA SE ARINA, LLC 1 ) P.C. A L. 296 IQ. 024 8000 �� �R, 0707 0 08 9300 4»W 354.89' 4471 MILL NDING ROADN �\' DB 22 3, PG. 29 C 4 PROPOSED MAINTENANCE A9 56 O O 59 DREDGING (71,574 SF) • R 57 58 PROJECTED DEPTH -8.0' /F 51 52 53 54 55 PREVIOUSLY PERMITTED 'Q 48 50 —'1 C� WANCHESE MARINA LLC P 45 47 10' MOORING PILES LO 1 40 1 42 43 44 IXISTIN6 PROPOSED (TYP. 69) PROPOSED 4' M.B. 3, PG. 86 38 39 PROPOSED 15A51N BOAT SLIPS PERMIT MODIFICATION WOOD WALKWAY ? A X171 0707205518 0233 FINGER PIERS PERMIT rn 67 LF ODIFICATIO EXISTING CONCRETE �\66S A' 4505DBMILL 224L ING2 R D° OD F CAUTION 73 78 7g O 81 cep TO BE REMOVED PREVIOUSLY PERMITTED �S'O 7 74 PREVIOUSLY PERMITTED o R`3 ����R�•� 60 61 62 63 64 J > N/F WANCHESE MARINA, LLC rQ rn B & D WELLEDRILBING INC. � �S �" ,- d- PROPOSED �o < PC H, SL. 70 PROPOSED U/) TRAVEL LIFT 024890001 64' X 34' PREVIOUSLY PERMITTED _ 3: 0707 0707 05 08 6091 CONCRETE 1 0 MILL LANDING ROADS TRAVEL LIFT d PROPOSED UPLAND a ° STAGING AREA { , DB 2243, PG. 29 �" PROPOSED EXCAVATION (3, 00 SF) RATE BULKHEAD 395 LF PREM USLY.PERMITTED 00 PREVIOUSLY PERMITTED PROJECTED DEPTH -8.0' 75.0' o. rn PROPOSED 8' WOOD ! PREVIOUSLY PERMITTED ` O WALK 314 LF PROPOSED 4' ' PREVIOUSLY PERMITTED PROPOSED DREDGE WOOD WALKWAY 7/I/ DISPOSAL AREA > 67 LF _ 247 85' `` TO (7,325 SF) FFOR f PREVIOUSLY PERMITTED S50° 47' 59 W a " PROPOSED 8' E 60.45 X20 EXGRAVEL WOOD WALKWAY CHANNEL WIDENING N50° 1 PREVIOUSLY PERMITTED 40 LF +t ? •' _• N/F R�ti� !PREVIOUSLY PERMITTED WILLIE R ETHERIDGE, III 10510 KAREN B ETHERIDG N/F MARK G VRABLIC, S 2018 WILLIAM DAVID PIERCE LOT 2 DAISY DAVIS PIERCE P.C. E, SL. 661 SHORELINE PARCEL 1-B 024889000 N/F ORTHOGRAPHICS P.C. E, SL. 669 g' 0707 05 07 8966 I5TIN6 GONGRETE WILLIE ETHERIDGE SEAFOOD COMPANY, IN 024889001 4490 MILL LANDING ROAD CONTAINMENT AREA M.B. 86 070 05 07 78 6 9R,1493, PG, 321 ENGROAGHFIMENT 02488 53300 00 } 0707 05 18 2114 oo� 2 4561 MILL LANDING ROAD DB 40Q—PG-4418- CUT 0P.G 448CUT BACK EXISTING PILES, 2 TOP CAP SHEETS AND WALERS TO 8" 4"x6" TIMBER BELOW EXISTING GROUND TOP OF PILE 8' FINGER PIERS ELEVATION DOCK 10 OR 40' 1 "0 TIMBER BOLTS, BLOCK CAVITIES 4' 8"x8" TIMBER '1 \ \\ \ /i7// ,\ ,\ 2' 17 NWL = ±0.0' EXISTING BULKHEAD (TO REMAIN) 3' FILL VOID WITH CLEAN SAND AND COMPACT 1"0 TIMBER BOLTS ±11' EXISTING 8"0 PILE (TO REMAIN) 25' VINYL SHEET PILES ESP 10.5 OR CMI SG850 OR TIDEWALL SW90 BULKHEAD 8"0 TIMBER DEADMAN BOTTOM 45' 15' LONG ®7.0' O.C. OR 20,000# EARTH ANCHOR 45'-8"0 TIP CLASS B TIMBER MANATEE, DUCKBILL OR PILE ® 7.0' O.C. STINGRAY TYPE ACCEPTABLE 8"0 TIMBER PILING OR CONCRETE GRADE BEAM* 14 BULKHEAD DETAIL 20' FOR TIMBER DEADMAN OR EARTH ANCHOR SECTION *30' FOR CONCRETE GRADE BEAM NTS TOP OF BULKHEAD °I 2x10 JOISTS @ 12" O.C. e (4) 2"x12" GIRDERS TWO ON EACH SIDE OF PILING W/ (3) 1 " HDG DOME HEAD MARINE BOLTS EACH PILING RAKER PIER DETAIL NTS OF gULKH�O w _ 26 85 PROPO 28 WATER 29 DEPTH -11.0' LISTING PROPO' �.— B ATOS 31 PERM MODIFICA 32 IR EXISTING 33 ) WALKWAY ERMIT IFICATION 34 35 40' 36 37 PROPOSED MOORING PILES ILES (TYP. 25) co Ln a - Lu c C6 �Q J U c 4�N Ln E o YY �W > c Lu i W a� C W E p U N C J O J N Lu Q N 5 N N's Z w o¢ N 'n -6 O Q U rn v c� L O cn M c'jl0 E U E N O N to x= LoJ U E Y .O ro0 3 =32 -0 p= o X Q m CL Q�dY�li 3UoQ ES .N m YYYY Y Z w o b O�% N Ld W J U U O 0 Z NV,OZ W O ZZ23NF d aorrrQQro�n O0 QOO F(ok :5 a. (L � rQrornrn rn w0000 0 NNNN N Q 11 11 170D N Of N cl NNON O 0000 0 Z M/ REEK Z J O z OF_ O Z ., U J LL J QZ �N o O � U W ■ Q QQlft v GRAPHIC SCALE' z 0 20 40 80 M (IN FEET) NL1 INCH = 40 FT. (.D � � w_ v z N W PLASTIC PILING CAP ■ (TYP. @ ALL PILES) Q�Q W 2 TOP OF PILING = 8.0' Q U Q ui z 0- TOP OF PIER = ±4.0' C 2x10 JOISTS @12" O.C. e U N EXCAVATED AREA w U �N W L = 0.0= 0.0' Q Ld 04 U - o a r - w in Q 0 N O w U DO U) Y O � o 0 w} w BOTTOM ELEV. ,L J Z z Y li VARIES -6.0' - -11.0' vim-) ¢ wuj J U) a C3 U L- SCALE: 1 " 24'-8"0 TIMBER PILE = 40'1 (10' MIN. PENETRATION) 201 1 PROJ. NO. 080271A 4o'" " EXCAVATE PORTION OF S54°07 27 W 112.07 ALONG ;' COD'' ' UPLAND AREA 1320 SF PERMIT MODIFICATION �Mj• PEXL,4 �pu,�P EX. RFL SHUT - ,CV FACE 8 7- " 9! ZO WATER DEPTH 20 9 O E —� X486 O -6.5' N45 27' 42 Q o �. EX. RETE a N c LAMA 6UFFER o EX. ELEGTRI RE MANHaZ BU ,.W EXI5TIN6 ONE - STORY ON CON SLAP TO BE RE ILT is PREVIOUSLY PERMITTED 0! I O O8 y 1 J N 1 °� N i N F p 'EX WANCHESE ARINA, LLC 01932 000 GRAVEL 0707 Q5 8 9693 ` 4439 MILL • LA ING ROAD EX. ELECTRIC DB 2243, G. 29 MANHOLE PLACE EXISTING BULKHEAD "E 2 �' CON(.RETrE N PERMIT MODIFICATION. SHORELINE fps �jy „E 181.4 ' r,� �_ L2 40' N47'54 zc�c FORMEROUSE �� BREPLACE ULKHEAD EXISTING TO BE LAMA BUYER T ON P PERMIT EX NG 0 ! ODIFICATIO C" 9' WOOF - EXISTING FUELING 5 TION ILDING WATER PAD DEPTH FENCE ' PREVIOUSLY PERMITTED PERMIT -8.0' <9 Q sr�, FXWITH I WALL EX. FISH aEANING MODIFICATION a TO B_E REMOVED STATION OLP ft -pe 62 D FOU IPATION f1 � •� , EXIST Yz 3d GAMA o� O' S BLP6 6 �� WA SE ARINA, LLC 1 ) P.C. A L. 296 IQ. 024 8000 �� �R, 0707 0 08 9300 4»W 354.89' 4471 MILL NDING ROADN �\' DB 22 3, PG. 29 C 4 PROPOSED MAINTENANCE A9 56 O O 59 DREDGING (71,574 SF) • R 57 58 PROJECTED DEPTH -8.0' /F 51 52 53 54 55 PREVIOUSLY PERMITTED 'Q 48 50 —'1 C� WANCHESE MARINA LLC P 45 47 10' MOORING PILES LO 1 40 1 42 43 44 IXISTIN6 PROPOSED (TYP. 69) PROPOSED 4' M.B. 3, PG. 86 38 39 PROPOSED 15A51N BOAT SLIPS PERMIT MODIFICATION WOOD WALKWAY ? A X171 0707205518 0233 FINGER PIERS PERMIT rn 67 LF ODIFICATIO EXISTING CONCRETE �\66S A' 4505DBMILL 224L ING2 R D° OD F CAUTION 73 78 7g O 81 cep TO BE REMOVED PREVIOUSLY PERMITTED �S'O 7 74 PREVIOUSLY PERMITTED o R`3 ����R�•� 60 61 62 63 64 J > N/F WANCHESE MARINA, LLC rQ rn B & D WELLEDRILBING INC. � �S �" ,- d- PROPOSED �o < PC H, SL. 70 PROPOSED U/) TRAVEL LIFT 024890001 64' X 34' PREVIOUSLY PERMITTED _ 3: 0707 0707 05 08 6091 CONCRETE 1 0 MILL LANDING ROADS TRAVEL LIFT d PROPOSED UPLAND a ° STAGING AREA { , DB 2243, PG. 29 �" PROPOSED EXCAVATION (3, 00 SF) RATE BULKHEAD 395 LF PREM USLY.PERMITTED 00 PREVIOUSLY PERMITTED PROJECTED DEPTH -8.0' 75.0' o. rn PROPOSED 8' WOOD ! PREVIOUSLY PERMITTED ` O WALK 314 LF PROPOSED 4' ' PREVIOUSLY PERMITTED PROPOSED DREDGE WOOD WALKWAY 7/I/ DISPOSAL AREA > 67 LF _ 247 85' `` TO (7,325 SF) FFOR f PREVIOUSLY PERMITTED S50° 47' 59 W a " PROPOSED 8' E 60.45 X20 EXGRAVEL WOOD WALKWAY CHANNEL WIDENING N50° 1 PREVIOUSLY PERMITTED 40 LF +t ? •' _• N/F R�ti� !PREVIOUSLY PERMITTED WILLIE R ETHERIDGE, III 10510 KAREN B ETHERIDG N/F MARK G VRABLIC, S 2018 WILLIAM DAVID PIERCE LOT 2 DAISY DAVIS PIERCE P.C. E, SL. 661 SHORELINE PARCEL 1-B 024889000 N/F ORTHOGRAPHICS P.C. E, SL. 669 g' 0707 05 07 8966 I5TIN6 GONGRETE WILLIE ETHERIDGE SEAFOOD COMPANY, IN 024889001 4490 MILL LANDING ROAD CONTAINMENT AREA M.B. 86 070 05 07 78 6 9R,1493, PG, 321 ENGROAGHFIMENT 02488 53300 00 } 0707 05 18 2114 oo� 2 4561 MILL LANDING ROAD DB 40Q—PG-4418- CUT 0P.G 448CUT BACK EXISTING PILES, 2 TOP CAP SHEETS AND WALERS TO 8" 4"x6" TIMBER BELOW EXISTING GROUND TOP OF PILE 8' FINGER PIERS ELEVATION DOCK 10 OR 40' 1 "0 TIMBER BOLTS, BLOCK CAVITIES 4' 8"x8" TIMBER '1 \ \\ \ /i7// ,\ ,\ 2' 17 NWL = ±0.0' EXISTING BULKHEAD (TO REMAIN) 3' FILL VOID WITH CLEAN SAND AND COMPACT 1"0 TIMBER BOLTS ±11' EXISTING 8"0 PILE (TO REMAIN) 25' VINYL SHEET PILES ESP 10.5 OR CMI SG850 OR TIDEWALL SW90 BULKHEAD 8"0 TIMBER DEADMAN BOTTOM 45' 15' LONG ®7.0' O.C. OR 20,000# EARTH ANCHOR 45'-8"0 TIP CLASS B TIMBER MANATEE, DUCKBILL OR PILE ® 7.0' O.C. STINGRAY TYPE ACCEPTABLE 8"0 TIMBER PILING OR CONCRETE GRADE BEAM* 14 BULKHEAD DETAIL 20' FOR TIMBER DEADMAN OR EARTH ANCHOR SECTION *30' FOR CONCRETE GRADE BEAM NTS TOP OF BULKHEAD °I 2x10 JOISTS @ 12" O.C. e (4) 2"x12" GIRDERS TWO ON EACH SIDE OF PILING W/ (3) 1 " HDG DOME HEAD MARINE BOLTS EACH PILING RAKER PIER DETAIL NTS OF gULKH�O w _ 26 85 PROPO 28 WATER 29 DEPTH -11.0' LISTING PROPO' �.— B ATOS 31 PERM MODIFICA 32 IR EXISTING 33 ) WALKWAY ERMIT IFICATION 34 35 40' 36 37 PROPOSED MOORING PILES ILES (TYP. 25) co Ln a - Lu c C6 �Q J U c 4�N Ln E o YY �W > c Lu i W a� C W E p U N C J O J N Lu Q N 5 N N's Z w o¢ N 'n -6 O Q U rn v c� L O cn M c'jl0 E U E N O N to x= LoJ U E Y .O ro0 3 =32 -0 p= o X Q m CL Q�dY�li 3UoQ ES .N m YYYY Y Z w o b O�% N Ld W J U U O 0 Z NV,OZ W O ZZ23NF d aorrrQQro�n O0 QOO F(ok :5 a. (L � rQrornrn rn w0000 0 NNNN N Q 11 11 170D N Of N cl NNON O 0000 0 Z M/ REEK Z J O z OF_ O Z ., U J LL J QZ �N o O � U W ■ Q QQlft v GRAPHIC SCALE' z 0 20 40 80 M (IN FEET) NL1 INCH = 40 FT. (.D � � w_ v z N W PLASTIC PILING CAP ■ (TYP. @ ALL PILES) Q�Q W 2 TOP OF PILING = 8.0' Q U Q ui z 0- TOP OF PIER = ±4.0' C 2x10 JOISTS @12" O.C. e U N EXCAVATED AREA w U �N W L = 0.0= 0.0' Q Ld 04 U - o a r - w in Q 0 N O w U DO U) Y O � o 0 w} w BOTTOM ELEV. ,L J Z z Y li VARIES -6.0' - -11.0' vim-) ¢ wuj J U) a C3 U L- SCALE: 1 " 24'-8"0 TIMBER PILE = 40'1 (10' MIN. PENETRATION) 201 1 PROJ. NO. 080271A 4o'" " EXCAVATE PORTION OF S54°07 27 W 112.07 ALONG ;' COD'' ' UPLAND AREA 1320 SF PERMIT MODIFICATION �Mj• PEXL,4 �pu,�P EX. RFL SHUT - ,CV OFF SWITCH 8 7- " 9! WATER DEPTH 20 9 O ss 4w' O -6.5' fps �jy „E 181.4 ' r,� �_ L2 40' N47'54 zc�c FORMEROUSE �� BREPLACE ULKHEAD EXISTING TO BE LAMA BUYER T ON P PERMIT EX NG 0 ! ODIFICATIO C" 9' WOOF - EXISTING FUELING 5 TION ILDING WATER PAD DEPTH FENCE ' PREVIOUSLY PERMITTED PERMIT -8.0' <9 Q sr�, FXWITH I WALL EX. FISH aEANING MODIFICATION a TO B_E REMOVED STATION OLP ft -pe 62 D FOU IPATION f1 � •� , EXIST Yz 3d GAMA o� O' S BLP6 6 �� WA SE ARINA, LLC 1 ) P.C. A L. 296 IQ. 024 8000 �� �R, 0707 0 08 9300 4»W 354.89' 4471 MILL NDING ROADN �\' DB 22 3, PG. 29 C 4 PROPOSED MAINTENANCE A9 56 O O 59 DREDGING (71,574 SF) • R 57 58 PROJECTED DEPTH -8.0' /F 51 52 53 54 55 PREVIOUSLY PERMITTED 'Q 48 50 —'1 C� WANCHESE MARINA LLC P 45 47 10' MOORING PILES LO 1 40 1 42 43 44 IXISTIN6 PROPOSED (TYP. 69) PROPOSED 4' M.B. 3, PG. 86 38 39 PROPOSED 15A51N BOAT SLIPS PERMIT MODIFICATION WOOD WALKWAY ? A X171 0707205518 0233 FINGER PIERS PERMIT rn 67 LF ODIFICATIO EXISTING CONCRETE �\66S A' 4505DBMILL 224L ING2 R D° OD F CAUTION 73 78 7g O 81 cep TO BE REMOVED PREVIOUSLY PERMITTED �S'O 7 74 PREVIOUSLY PERMITTED o R`3 ����R�•� 60 61 62 63 64 J > N/F WANCHESE MARINA, LLC rQ rn B & D WELLEDRILBING INC. � �S �" ,- d- PROPOSED �o < PC H, SL. 70 PROPOSED U/) TRAVEL LIFT 024890001 64' X 34' PREVIOUSLY PERMITTED _ 3: 0707 0707 05 08 6091 CONCRETE 1 0 MILL LANDING ROADS TRAVEL LIFT d PROPOSED UPLAND a ° STAGING AREA { , DB 2243, PG. 29 �" PROPOSED EXCAVATION (3, 00 SF) RATE BULKHEAD 395 LF PREM USLY.PERMITTED 00 PREVIOUSLY PERMITTED PROJECTED DEPTH -8.0' 75.0' o. rn PROPOSED 8' WOOD ! PREVIOUSLY PERMITTED ` O WALK 314 LF PROPOSED 4' ' PREVIOUSLY PERMITTED PROPOSED DREDGE WOOD WALKWAY 7/I/ DISPOSAL AREA > 67 LF _ 247 85' `` TO (7,325 SF) FFOR f PREVIOUSLY PERMITTED S50° 47' 59 W a " PROPOSED 8' E 60.45 X20 EXGRAVEL WOOD WALKWAY CHANNEL WIDENING N50° 1 PREVIOUSLY PERMITTED 40 LF +t ? •' _• N/F R�ti� !PREVIOUSLY PERMITTED WILLIE R ETHERIDGE, III 10510 KAREN B ETHERIDG N/F MARK G VRABLIC, S 2018 WILLIAM DAVID PIERCE LOT 2 DAISY DAVIS PIERCE P.C. E, SL. 661 SHORELINE PARCEL 1-B 024889000 N/F ORTHOGRAPHICS P.C. E, SL. 669 g' 0707 05 07 8966 I5TIN6 GONGRETE WILLIE ETHERIDGE SEAFOOD COMPANY, IN 024889001 4490 MILL LANDING ROAD CONTAINMENT AREA M.B. 86 070 05 07 78 6 9R,1493, PG, 321 ENGROAGHFIMENT 02488 53300 00 } 0707 05 18 2114 oo� 2 4561 MILL LANDING ROAD DB 40Q—PG-4418- CUT 0P.G 448CUT BACK EXISTING PILES, 2 TOP CAP SHEETS AND WALERS TO 8" 4"x6" TIMBER BELOW EXISTING GROUND TOP OF PILE 8' FINGER PIERS ELEVATION DOCK 10 OR 40' 1 "0 TIMBER BOLTS, BLOCK CAVITIES 4' 8"x8" TIMBER '1 \ \\ \ /i7// ,\ ,\ 2' 17 NWL = ±0.0' EXISTING BULKHEAD (TO REMAIN) 3' FILL VOID WITH CLEAN SAND AND COMPACT 1"0 TIMBER BOLTS ±11' EXISTING 8"0 PILE (TO REMAIN) 25' VINYL SHEET PILES ESP 10.5 OR CMI SG850 OR TIDEWALL SW90 BULKHEAD 8"0 TIMBER DEADMAN BOTTOM 45' 15' LONG ®7.0' O.C. OR 20,000# EARTH ANCHOR 45'-8"0 TIP CLASS B TIMBER MANATEE, DUCKBILL OR PILE ® 7.0' O.C. STINGRAY TYPE ACCEPTABLE 8"0 TIMBER PILING OR CONCRETE GRADE BEAM* 14 BULKHEAD DETAIL 20' FOR TIMBER DEADMAN OR EARTH ANCHOR SECTION *30' FOR CONCRETE GRADE BEAM NTS TOP OF BULKHEAD °I 2x10 JOISTS @ 12" O.C. e (4) 2"x12" GIRDERS TWO ON EACH SIDE OF PILING W/ (3) 1 " HDG DOME HEAD MARINE BOLTS EACH PILING RAKER PIER DETAIL NTS OF gULKH�O w _ 26 85 PROPO 28 WATER 29 DEPTH -11.0' LISTING PROPO' �.— B ATOS 31 PERM MODIFICA 32 IR EXISTING 33 ) WALKWAY ERMIT IFICATION 34 35 40' 36 37 PROPOSED MOORING PILES ILES (TYP. 25) co Ln a - Lu c C6 �Q J U c 4�N Ln E o YY �W > c Lu i W a� C W E p U N C J O J N Lu Q N 5 N N's Z w o¢ N 'n -6 O Q U rn v c� L O cn M c'jl0 E U E N O N to x= LoJ U E Y .O ro0 3 =32 -0 p= o X Q m CL Q�dY�li 3UoQ ES .N m YYYY Y Z w o b O�% N Ld W J U U O 0 Z NV,OZ W O ZZ23NF d aorrrQQro�n O0 QOO F(ok :5 a. (L � rQrornrn rn w0000 0 NNNN N Q 11 11 170D N Of N cl NNON O 0000 0 Z M/ REEK Z J O z OF_ O Z ., U J LL J QZ �N o O � U W ■ Q QQlft v GRAPHIC SCALE' z 0 20 40 80 M (IN FEET) NL1 INCH = 40 FT. (.D � � w_ v z N W PLASTIC PILING CAP ■ (TYP. @ ALL PILES) Q�Q W 2 TOP OF PILING = 8.0' Q U Q ui z 0- TOP OF PIER = ±4.0' C 2x10 JOISTS @12" O.C. e U N EXCAVATED AREA w U �N W L = 0.0= 0.0' Q Ld 04 U - o a r - w in Q 0 N O w U DO U) Y O � o 0 w} w BOTTOM ELEV. ,L J Z z Y li VARIES -6.0' - -11.0' vim-) ¢ wuj J U) a C3 U L- SCALE: 1 " 24'-8"0 TIMBER PILE = 40'1 (10' MIN. PENETRATION) 201 1 PROJ. NO. 080271A ow �2 d r loll R EXISTING RAMP DOWN WITH END DIRECTING RUN—OFF INTO MARINA (OUTFALL #2) SHEET FLOW TO SOUND yt ti EXISTING DRAINAGE DITCH y WANCHESE MARINA ti* FIGURE 1: EXISTING DRAINAGE CONDITIONS SHEET FLOW CONCENTRATED FLOW ` �.. _ - _ Wim.:. • EXISITNG CULVERT � .� � (OUTFALL #1 INTO MARINA) _ GRAPHIC SCALE SHEET FLOW ,. ,, , 0 30 60 120 r — I ` (IN FEET) 1 INCH = 60 FT. ,rd Roanoke �or He Island 12 ad a O \ 0� Broad 0 3s CreekD ?N 68 Point v Q� Tommyo Hammock o � o 0 o �v \ `o m \ a Wanchese °' a 3967 9PB Marina O D � A 0 lvi 345 0 "o Bo ie � o 3966 _ a Wanches 50' 65 �o � SvP heo f f- oin� CAPE • ATTER D NATION L SEASI Cut Through o — 3s64 Ce Cedar Georges Cree — Isi nd Cedar 0 r�7 Point lbemarle & ASSOCIATES, LTD. August 2, 2019 NCDENR —Division of Water Resources Water Quality Permitting Section 1617 Mail Service Center Raleigh, NC, 27699-1612 RE: Wanchese Marina NPDES NCG53000 Permitting To whom it may concern Please find the attached Notice of Intent Application for NCG530000 for the Wanchese Marina in Dare County. The Wanchese Marina is a facility that includes permanent and temporary boat dockage for individuals, charter and commercial fishing. The facility also includes a restaurant and office and several other structures that were recently torn down with the intent to be re -built. There is an existing fish cleaning station on the upland seperating the two boat basins. The station includes a dumpster for disposal of fish remains and is serviced regularly. The station is used by individuals who dock recreational boats at the facility. Charter boats at the facility also offer fish cleaning to clients who wish and utilize the facility. Commercial fishing boats that dock at the marina off-load their catch at off-site fish houses and therefore to do not rinse, process or pack any of their catch on-site. Dare County records indicate the south portion of the site was originally constructed in 1940 and the north portion in 1972. The property changed ownership in 6/12/2018 and the new owner is pursuing previously planned site improvements with some modifications. The application is being provided as required by the NCDEQ Division of Water Quality for processing of a CAMA permit modification. Included within this application is the following: • Notice of Intent Application for NCG530000 • CAMA permitting plan (dated 8/2/2019) • Figure 1 - Existing Drainage Conditions • Portion if USGS topo quad sheet with Wanchese Marina located Land Planning - Engineering - Environmental - Construction Management P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, North Carolina 27948 North Carolina License No. C-1027 Phone: 252-441-2113 www.AlbemarleAssociates.com Fax: 252-441-0965 NCDEMLR — Stormwater Program Wanchese Marina — NCG53000 August 2. 2019 Page 2 of 2 If you have any questions pertaining to this submittal, please do not hesitate to contact me. My email address is mikem(d)albemarleassociates.com or I can be reached at 252- 41-2113 (x207). I appreciate your assistance with this application. Sincerely, Michab.Moy, PE Engincc: A Derek Hatchell, Wanchese Marina LLC 270MA -I Division of Water Resources l National � Pollutant Discharge Elimination System (NPDES) NCDENR Application for Coverage Under General Permit NCG530000 Reataod parkine, fish packingatd.fishjarnis NOTICE OF INTENT Required by 15A NC'/%C 0211.0127((D; term definition see I5A i CAC 0211 .0103(19) (Please print or tjTe) 1) Mailing address of applicant: Company Nanre Wanchese Marina Owner Name Derek Hatchell Street Address Po sox 2404 City Manteo State NC Zip Code 27954 Telephone # (252) 473-6074 Fax # Cell# (252) 202-1501 Erna it hci@hatchellconcrete.com FOR AGENCY USE ONLY Date Received Year Month Day 4457 Mill Landing Road City Wanchese Certificate of Coverage N I C G 5 3 Check H Amount Assigned To: 2) Location of facility producing discharge: Facility Name Wanchese Marina Facility Contact Derek Hatchell Street Address 4457 Mill Landing Road City Wanchese County Dare Telephone # (252) 423-3157 State NC Zip Code 27981 Fax # 3) This Application applies to which of the following activities: ❑x Seafood packing / rinsing ❑ Fish farms [aquaculture] Describe the activities to be permitted in detail: permitting for an existing fish cleaning table 4) Description of Discharge: [Required by 15A NCAC 02H .0105(c1(11] a. VDllalle of discharge (in GPD): , 500 GPD b. The discharge is: ❑ Continuous Q Intermittent If the discharge is intermittent, describe when the discharge occurs: When fishermen return from boats and wash fish c. Number of discharge points (outfalls): 1 Page 1 o1`3 Revised 91112013 NCG530000 New Application d. What percentage of the discharge is treated? ° e. Describe the type of wastewater being discharged (including any known pollutants present in the discharge): Municipal water that was used to wash fresh fish (waste disposed in adjacent dumpster) Describe the nature of the business applying for coverage under the General Permit: fish cleaning station f Identify the treatment methods in use at the facility (check all that apply): ❑ None ❑ Settling Ponds ❑ Screens* ❑ Floor Screens* ❑ Treatment Equipment* Other (describe): *If checked, attach a description of all component specifications (design volume, retention time, surface area, etc.). Describe existing treatment facilities in detail and provide design criteria or operational data (including calculations) showing the facility can meet the requirements for coverage under the General Permit, as required by 15A NCAC 02H.0127. g. Describe the discharge location (bay, stream, etc.): ground adjacent to marina waters h. A USGS topographic map (1:24000 scale) identifying the exact discharge location(s) must be submitted with this application. Identify all discharge points (outfalls) on this site map. i. Is the discharge directly to the receiving water? ❑ Yes 0 No — If no, mark the path taken by the discharge from the outfall to the receiving stream on the site map (including the pathway of any storm sewers, ditches, canals, etc.). j. Name of receiving water(s): Mill Landing Creek 5) Alternatives to Direct Discharge: [Evaluation required by G.S. � 143-215.1(b)(5)(a) and 15A NCAC 0211.0105(c)(2)] Address the feasibility of implementing each of the following non -discharge alternatives: a. Connection to a Regional Sewer Collection System -If the facility is existing and currently discharges to a POTW, when will connection not be allowed? No sewer is available b. Subsurface disposal (including nitrification field, infiltration gallery, injection wells, etc.) None available c. Spray irrigation no space for irrigation is available The alternatives to discharge analysis should include boring logs and/or other information indicating that a subsurface system is neither feasible nor practical as well as written evidence indicating that connection to a POTW is not an option. It should also include a present value of costs analysis as outlined in the Division's Engineering Alternatives Analvsis IEAAI Guidance Document. Page 2 of 3 Revised 911120/3 NCG530000 New Application Additional Application Requirements; For new or proposed discharges, the following information must be included in triplicate with this application or it will be returned as incomplete; per 15A NCAC 02H .0105(c) a. USGS topographic map (or photocopied portion thereof) with discharge location clearly indicated. Ifthe discharge is not directly to a stream, the pathway to the receiving stream must be clearly indicated. b. If this application is being submitted by a consulting engineer (or engineering firm), include documentation from the applicant showing that the engineer (or firm) submitting this application has been designated an Authorized Representative ofthe applicant; per 15A NCAC 02H .0138(b)(1). c. Final plans for the treatment system (if applicable). The plans must be signed and sealed by a North Carolina registered Professional Engineer neer and stamped "FINAL DESIGN - Not Released for Construction;" per 15A NCAC 02H .0139, d. Final specifications for all major treatment system components (if applicable). The specifications must be signed and sealed by a North Carolina registered Professional En *ili neer and shall include a narrative description ofthe treatment system to be constructed; per 15A NCAC 02H .0139. I certify that I am familiar with the information contained in this application and that to the best of my knowledge and belief such information is true, complete, and accurate. Printed Name of Person Signing: �Y. f 4616, 1) (Please mvi5A 15A NCAC 0211 .0106(e) for auDorized signing officials) (Date Signed) North Carolina General Statute ti 143-215,611 provides that: Any person wfio knowingly makes any false statement representation, or certification in any application, record, report, plan, or other document filed or required to be maintained under this Article or a rule implementing this Article; or who knmvingly makes a false statement of a material fact in a rulemaking proceeding or contested case under this Article; or wfio falsifies, tampers with, or knmvingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or roles ofthe Commission implementing this Article, shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed ten thousand dollars ($10,000). IS Il S C Semon 1001 provides a punishment by a fine or imprisonment not more than 5 years, or both, for a similar offense. Design of treatment facilities trust comply with requirements in 15A NCAC 02H .0138. Mail this application and one copy of the entire package to: NC DENR / DWR / Water Quality Permitting Section 1617 Mail Service Centel- Raleigh, enterRaleigh, North Carolina 27699-1617 Attn: Charles Weaver Page 3 of 3 Revised 91112013 71 0 0 0 N N 00 Q Q u Q N 00 0 i 0 U i U) U 0 N 00 0 a� 2 a_ U Q SITE VICINITY MAP NTS SITE PLAN NOTES 1. OWNER: WANCHESE MARINA, LLC PO BOX 44 WANCHESE, NC 27981 2. PROPERTY INFORMATION: 4439 MILL LANDING ROAD - PARCEL ID: 019322000; 070705089693 D.B. 2243, PG 29 4447 MILL LANDING ROAD - PARCEL ID: 024844000; 070705088425 D.B. 2243, PG 29 4471 MILL LANDING ROAD - PARCEL ID: 024848000; 070705089300 D.B. 2243, PG. 29 4505 MILL LANDING ROAD - PARCEL ID: 024851000; 070705180233 D.B. 2243, PG. 29 3. THE SITE IS LOCATED IN FIRM ZONE AE(10) FIRM MAP NUMBER 3737007070J, EFFECTIVE DATE SEPTEMBER 20, 2006. (SUBJECT TO CHANGE BY FEMA) 4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE SPECIFIED. ELEVATIONS SHOWN ARE HEREON PER NAVD88. AREAS SHOWN ARE BY COORDINATE METHOD. 5. EXISTING FEATURES AND SURVEY INFORMATION TAKEN FROM SURVEY BY QUIBLE & ASSOCIATES, P.C. DATED MARCH 5, 2012, AND CAMA MAJOR PERMIT DATED SEPTEMBER 8, 2014. 6. THE PROPERTY IS ZONED HML - HISTORIC MILL LANDING MARINE DISTRICT. 7. SEE CAMA MAJOR PERMIT PLAN AS SUBMITTED ON SEPTEMBER 19, 2014 FOR COVERAGE. TOTAL (FOUR LOTS) 232,931.12 SF (5.3474 ACRES) 8. PROPOSED DEVELOPMENT (AS SUBMITTED SEPTEMBER 19, 2014) • REPAIR EXISTING FISH HOUSE (±6,000 SF) • INSTALL 390 LF OF 8 FEET WIDE COMMERCIAL WALKWAY • FOUR SIDE TO SLIPS FOR TRAWLERS • MAINTENANCE DREDGE AND REMOVAL OF CONCRETE IN EXISITNG MAN MADE BASIN AS SHOWN. PROJECT DEPTH -8.0' • EXCAVATE 3,800 SF UPLANDS TO -8.0' • CONSTRUCT 395 LF OF BULKHEAD (AS AMENDED NOVEMBER 2017) • CONSTRUCT TRAVEL LIFT AND CONCRETE STAGING AREA (AS AMENDED JULY 2018) • REBUILD FORMER FISH HOUSE ON EXISTING BUILDING PAD (±1920 SF) • CONSTRUCT FINGER PIERS FOR PROPOSED BOAT SLIPS (26-81) • REPLACE PORTIONS OF EXISTING BULKHEAD • WIDEN CHANNEL ENTRANCE TO NORTH BASIN • REPAIR EXISTING WOOD WALKWAY 12 Y.A EX. 3' WIRE FENCE N4,5-2-7'4 cl MANHOLE N45 27 42" EX. FUEL PLMP V�-- PLATFORM POST AND 23 ROPE PENCE EXISTING ST 22 EXISTING APPROXIMATE 51GN LOGASTI GF EXISTING PRAINFIELD 21 N/F Sh WANCHESE MARINA, LLC BL 024844000 0707 05 08 8425 4447 MILL LANDING ROAD DB 2243, PG. 29 a EX. SHEP EX. Rup HOUSE. MANHOLE PLA IX. FUEL OFF SWITCH O O BOAT SLIPS k.. 4o'" " EXCAVATE PORTION OF S54°07 27 W 112.07 ALONG 44' o0 ' UPLAND AREA 1320 SF PERMIT MODIFICATION ty4� CyVrILLIE ETHERIDGE SEAFOOD COMPANY, INC. � P.C. D, SL.129 �G 024945050 00 46124 0707 05 08 5683 4419 MILL LANDING ROAD 7- " 9! DB 1034, PG. 600 WATER DEPTH r 20 9 O N �\ O O r. EX. 3' WIRE FENCE N4,5-2-7'4 cl MANHOLE N45 27 42" EX. FUEL PLMP V�-- PLATFORM POST AND 23 ROPE PENCE EXISTING ST 22 EXISTING APPROXIMATE 51GN LOGASTI GF EXISTING PRAINFIELD 21 N/F Sh WANCHESE MARINA, LLC BL 024844000 0707 05 08 8425 4447 MILL LANDING ROAD DB 2243, PG. 29 a EX. SHEP EX. Rup HOUSE. MANHOLE PLA IX. FUEL OFF SWITCH O O BOAT SLIPS k.. 4o'" " EXCAVATE PORTION OF S54°07 27 W 112.07 ALONG 44' ' UPLAND AREA 1320 SF PERMIT MODIFICATION �Mj• 7 E 46124 FACE 8 7- " 9! ZO WATER DEPTH 20 9 O E —� X486 r. O -6.5' Lo -3. 15' 01'17 E 11 � .Lo N45 27' 42 N46 c° X151°04'33" E 05' ::} r Q o �. EX. RETE a M c N/F LAMA 6UFFER o WANCHESE MARINA, LLC EXISTING I PARCEL 3A STORY ft -P6 B & D WELL DRILLING INC. N/F RE PC H, SL. 70 - 024890000 WANCHESE MARINA, LLC l 0707 05 08 5021 4458 MILL LANDING RO D 8 07o02os809098 4468 MILL LANDING ROAD ,.W is DB 2243, PG.. N DB 2243, PG. 29 EXI5TIN6 ONE - STORY N51°0817 E 188.85' ON CON SLAP F TO BE RE ILT EX. 3' WIRE FENCE N4,5-2-7'4 cl MANHOLE N45 27 42" EX. FUEL PLMP V�-- PLATFORM POST AND 23 ROPE PENCE EXISTING ST 22 EXISTING APPROXIMATE 51GN LOGASTI GF EXISTING PRAINFIELD 21 N/F Sh WANCHESE MARINA, LLC BL 024844000 0707 05 08 8425 4447 MILL LANDING ROAD DB 2243, PG. 29 a EX. SHEP EX. Rup HOUSE. MANHOLE PLA IX. FUEL OFF SWITCH O O BOAT SLIPS k.. fps �jy „E 181.4 ' r,� �_ L2 40' N47'54 zc�c FORMEROUSE �� BREPLACE ULKHEAD EXISTING TO BE LAMA BUYER T ON P PERMIT EX NG 0 ! ODIFICATIO C" 9' WOOF - EXISTING FUELING 5 TION ILDING WATER PAD DEPTH FENCE ' PREVIOUSLY PERMITTED PERMIT -8.0' <9 Q sr�, FXWITH I WALL EX. FISH aEANING MODIFICATION a TO B_E REMOVED STATION OLP ft -pe 62 D FOU IPATION f1 � •� , EXIST Yz 3d GAMA o� O' S BLP6 6 �� WA SE ARINA, LLC 1 ) P.C. A L. 296 IQ. 024 8000 �� �R, 0707 0 08 9300 4»W 354.89' 4471 MILL NDING ROADN �\' DB 22 3, PG. 29 C 4 PROPOSED MAINTENANCE A9 56 O O 59 DREDGING (71,574 SF) • R 57 58 PROJECTED DEPTH -8.0' /F 51 52 53 54 55 PREVIOUSLY PERMITTED 'Q 48 50 —'1 C� WANCHESE MARINA LLC P 45 47 10' MOORING PILES LO 1 40 1 42 43 44 IXISTIN6 PROPOSED (TYP. 69) PROPOSED 4' M.B. 3, PG. 86 38 39 PROPOSED 15A51N BOAT SLIPS PERMIT MODIFICATION WOOD WALKWAY ? A X171 0707205518 0233 FINGER PIERS PERMIT rn 67 LF ODIFICATIO EXISTING CONCRETE �\66S A' 4505DBMILL 224L ING2 R D° OD F CAUTION 73 78 7g O 81 cep TO BE REMOVED PREVIOUSLY PERMITTED �S'O 7 74 PREVIOUSLY PERMITTED o R`3 ����R�•� 60 61 62 63 64 J > N/F WANCHESE MARINA, LLC rQ rn B & D WELLEDRILBING INC. � �S �" ,- d- PROPOSED �o < PC H, SL. 70 PROPOSED U/) TRAVEL LIFT 024890001 64' X 34' PREVIOUSLY PERMITTED _ 3: 0707 0707 05 08 6091 CONCRETE 1 0 MILL LANDING ROADS TRAVEL LIFT d PROPOSED UPLAND a ° STAGING AREA { , DB 2243, PG. 29 �" PROPOSED EXCAVATION (3, 00 SF) RATE BULKHEAD 395 LF PREM USLY.PERMITTED 00 PREVIOUSLY PERMITTED PROJECTED DEPTH -8.0' 75.0' o. rn PROPOSED 8' WOOD ! PREVIOUSLY PERMITTED ` O WALK 314 LF PROPOSED 4' ' PREVIOUSLY PERMITTED PROPOSED DREDGE WOOD WALKWAY 7/I/ DISPOSAL AREA > 67 LF _ 247 85' `` TO (7,325 SF) FFOR f PREVIOUSLY PERMITTED S50° 47' 59 W a " PROPOSED 8' E 60.45 X20 EXGRAVEL WOOD WALKWAY CHANNEL WIDENING N50° 1 PREVIOUSLY PERMITTED 40 LF +t ? •' _• N/F R�ti� !PREVIOUSLY PERMITTED WILLIE R ETHERIDGE, III 10510 KAREN B ETHERIDG N/F MARK G VRABLIC, S 2018 WILLIAM DAVID PIERCE LOT 2 DAISY DAVIS PIERCE P.C. E, SL. 661 SHORELINE PARCEL 1-B 024889000 N/F ORTHOGRAPHICS P.C. E, SL. 669 g' 0707 05 07 8966 I5TIN6 GONGRETE WILLIE ETHERIDGE SEAFOOD COMPANY, IN 024889001 4490 MILL LANDING ROAD CONTAINMENT AREA M.B. 86 070 05 07 78 6 9R,1493, PG, 321 ENGROAGHFIMENT 02488 53300 00 } 0707 05 18 2114 oo� 2 4561 MILL LANDING ROAD DB 40Q—PG-4418- CUT 0P.G 448CUT BACK EXISTING PILES, 2 TOP CAP SHEETS AND WALERS TO 8" 4"x6" TIMBER BELOW EXISTING GROUND TOP OF PILE 8' FINGER PIERS ELEVATION DOCK 10 OR 40' 1 "0 TIMBER BOLTS, BLOCK CAVITIES 4' 8"x8" TIMBER '1 \ \\ \ /i7// ,\ ,\ 2' 17 NWL = ±0.0' EXISTING BULKHEAD (TO REMAIN) 3' FILL VOID WITH CLEAN SAND AND COMPACT 1"0 TIMBER BOLTS ±11' EXISTING 8"0 PILE (TO REMAIN) 25' VINYL SHEET PILES ESP 10.5 OR CMI SG850 OR TIDEWALL SW90 BULKHEAD 8"0 TIMBER DEADMAN BOTTOM 45' 15' LONG ®7.0' O.C. OR 20,000# EARTH ANCHOR 45'-8"0 TIP CLASS B TIMBER MANATEE, DUCKBILL OR PILE ® 7.0' O.C. STINGRAY TYPE ACCEPTABLE 8"0 TIMBER PILING OR CONCRETE GRADE BEAM* 14 BULKHEAD DETAIL 20' FOR TIMBER DEADMAN OR EARTH ANCHOR SECTION *30' FOR CONCRETE GRADE BEAM NTS TOP OF BULKHEAD °I 2x10 JOISTS @ 12" O.C. e (4) 2"x12" GIRDERS TWO ON EACH SIDE OF PILING W/ (3) 1 " HDG DOME HEAD MARINE BOLTS EACH PILING RAKER PIER DETAIL NTS OF gULKH�O w _ 26 85 PROPO 28 WATER 29 DEPTH -11.0' LISTING PROPO' �.— B ATOS 31 PERM MODIFICA 32 IR EXISTING 33 ) WALKWAY ERMIT IFICATION 34 35 40' 36 37 PROPOSED MOORING PILES ILES (TYP. 25) co Ln a - Lu c C6 �Q J U c 4�N Ln E o YY �W > c Lu i W a� C W E p U N C J O J N Lu Q N 5 N N's Z w o¢ N 'n -6 O Q U rn v c� L O cn M c'jl0 E U E N O N to x= LoJ U E Y .O ro0 3 =32 -0 p= o X Q m CL Q�dY�li 3UoQ ES .N m YYYY Y Z w o b O�% N Ld W J U U O 0 Z NV,OZ W O ZZ23NF d aorrrQQro�n O0 QOO F(ok :5 a. (L � rQrornrn rn w0000 0 NNNN N Q 11 11 170D N Of N cl NNON O 0000 0 Z M/ REEK Z J O z OF_ O Z ., U J LL J QZ �N o O � U W ■ Q QQlft v GRAPHIC SCALE' z 0 20 40 80 M (IN FEET) NL1 INCH = 40 FT. (.D � � w_ v z N W PLASTIC PILING CAP ■ (TYP. @ ALL PILES) Q�Q W 2 TOP OF PILING = 8.0' Q U Q ui z 0- TOP OF PIER = ±4.0' C 2x10 JOISTS @12" O.C. e U N EXCAVATED AREA w U �N W L = 0.0= 0.0' Q Ld 04 U - o a r - w in Q 0 N O w U DO U) Y O � o 0 w} w BOTTOM ELEV. ,L J Z z Y li VARIES -6.0' - -11.0' vim-) ¢ wuj J U) a C3 U L- SCALE: 1 " 24'-8"0 TIMBER PILE = 40'1 (10' MIN. PENETRATION) 201 1 PROJ. NO. 080271A 4o'" " EXCAVATE PORTION OF S54°07 27 W 112.07 ALONG ;' COD'' ' UPLAND AREA 1320 SF PERMIT MODIFICATION �Mj• PEXL,4 �pu,�P EX. RFL SHUT - ,CV FACE 8 7- " 9! ZO WATER DEPTH 20 9 O E —� X486 O -6.5' N45 27' 42 Q o �. EX. RETE a N c LAMA 6UFFER o EX. ELEGTRI RE MANHaZ BU ,.W EXI5TIN6 ONE - STORY ON CON SLAP TO BE RE ILT is PREVIOUSLY PERMITTED 0! I O O8 y 1 J N 1 °� N i N F p 'EX WANCHESE ARINA, LLC 01932 000 GRAVEL 0707 Q5 8 9693 ` 4439 MILL • LA ING ROAD EX. ELECTRIC DB 2243, G. 29 MANHOLE PLACE EXISTING BULKHEAD "E 2 �' CON(.RETrE N PERMIT MODIFICATION. SHORELINE fps �jy „E 181.4 ' r,� �_ L2 40' N47'54 zc�c FORMEROUSE �� BREPLACE ULKHEAD EXISTING TO BE LAMA BUYER T ON P PERMIT EX NG 0 ! ODIFICATIO C" 9' WOOF - EXISTING FUELING 5 TION ILDING WATER PAD DEPTH FENCE ' PREVIOUSLY PERMITTED PERMIT -8.0' <9 Q sr�, FXWITH I WALL EX. FISH aEANING MODIFICATION a TO B_E REMOVED STATION OLP ft -pe 62 D FOU IPATION f1 � •� , EXIST Yz 3d GAMA o� O' S BLP6 6 �� WA SE ARINA, LLC 1 ) P.C. A L. 296 IQ. 024 8000 �� �R, 0707 0 08 9300 4»W 354.89' 4471 MILL NDING ROADN �\' DB 22 3, PG. 29 C 4 PROPOSED MAINTENANCE A9 56 O O 59 DREDGING (71,574 SF) • R 57 58 PROJECTED DEPTH -8.0' /F 51 52 53 54 55 PREVIOUSLY PERMITTED 'Q 48 50 —'1 C� WANCHESE MARINA LLC P 45 47 10' MOORING PILES LO 1 40 1 42 43 44 IXISTIN6 PROPOSED (TYP. 69) PROPOSED 4' M.B. 3, PG. 86 38 39 PROPOSED 15A51N BOAT SLIPS PERMIT MODIFICATION WOOD WALKWAY ? A X171 0707205518 0233 FINGER PIERS PERMIT rn 67 LF ODIFICATIO EXISTING CONCRETE �\66S A' 4505DBMILL 224L ING2 R D° OD F CAUTION 73 78 7g O 81 cep TO BE REMOVED PREVIOUSLY PERMITTED �S'O 7 74 PREVIOUSLY PERMITTED o R`3 ����R�•� 60 61 62 63 64 J > N/F WANCHESE MARINA, LLC rQ rn B & D WELLEDRILBING INC. � �S �" ,- d- PROPOSED �o < PC H, SL. 70 PROPOSED U/) TRAVEL LIFT 024890001 64' X 34' PREVIOUSLY PERMITTED _ 3: 0707 0707 05 08 6091 CONCRETE 1 0 MILL LANDING ROADS TRAVEL LIFT d PROPOSED UPLAND a ° STAGING AREA { , DB 2243, PG. 29 �" PROPOSED EXCAVATION (3, 00 SF) RATE BULKHEAD 395 LF PREM USLY.PERMITTED 00 PREVIOUSLY PERMITTED PROJECTED DEPTH -8.0' 75.0' o. rn PROPOSED 8' WOOD ! PREVIOUSLY PERMITTED ` O WALK 314 LF PROPOSED 4' ' PREVIOUSLY PERMITTED PROPOSED DREDGE WOOD WALKWAY 7/I/ DISPOSAL AREA > 67 LF _ 247 85' `` TO (7,325 SF) FFOR f PREVIOUSLY PERMITTED S50° 47' 59 W a " PROPOSED 8' E 60.45 X20 EXGRAVEL WOOD WALKWAY CHANNEL WIDENING N50° 1 PREVIOUSLY PERMITTED 40 LF +t ? •' _• N/F R�ti� !PREVIOUSLY PERMITTED WILLIE R ETHERIDGE, III 10510 KAREN B ETHERIDG N/F MARK G VRABLIC, S 2018 WILLIAM DAVID PIERCE LOT 2 DAISY DAVIS PIERCE P.C. E, SL. 661 SHORELINE PARCEL 1-B 024889000 N/F ORTHOGRAPHICS P.C. E, SL. 669 g' 0707 05 07 8966 I5TIN6 GONGRETE WILLIE ETHERIDGE SEAFOOD COMPANY, IN 024889001 4490 MILL LANDING ROAD CONTAINMENT AREA M.B. 86 070 05 07 78 6 9R,1493, PG, 321 ENGROAGHFIMENT 02488 53300 00 } 0707 05 18 2114 oo� 2 4561 MILL LANDING ROAD DB 40Q—PG-4418- CUT 0P.G 448CUT BACK EXISTING PILES, 2 TOP CAP SHEETS AND WALERS TO 8" 4"x6" TIMBER BELOW EXISTING GROUND TOP OF PILE 8' FINGER PIERS ELEVATION DOCK 10 OR 40' 1 "0 TIMBER BOLTS, BLOCK CAVITIES 4' 8"x8" TIMBER '1 \ \\ \ /i7// ,\ ,\ 2' 17 NWL = ±0.0' EXISTING BULKHEAD (TO REMAIN) 3' FILL VOID WITH CLEAN SAND AND COMPACT 1"0 TIMBER BOLTS ±11' EXISTING 8"0 PILE (TO REMAIN) 25' VINYL SHEET PILES ESP 10.5 OR CMI SG850 OR TIDEWALL SW90 BULKHEAD 8"0 TIMBER DEADMAN BOTTOM 45' 15' LONG ®7.0' O.C. OR 20,000# EARTH ANCHOR 45'-8"0 TIP CLASS B TIMBER MANATEE, DUCKBILL OR PILE ® 7.0' O.C. STINGRAY TYPE ACCEPTABLE 8"0 TIMBER PILING OR CONCRETE GRADE BEAM* 14 BULKHEAD DETAIL 20' FOR TIMBER DEADMAN OR EARTH ANCHOR SECTION *30' FOR CONCRETE GRADE BEAM NTS TOP OF BULKHEAD °I 2x10 JOISTS @ 12" O.C. e (4) 2"x12" GIRDERS TWO ON EACH SIDE OF PILING W/ (3) 1 " HDG DOME HEAD MARINE BOLTS EACH PILING RAKER PIER DETAIL NTS OF gULKH�O w _ 26 85 PROPO 28 WATER 29 DEPTH -11.0' LISTING PROPO' �.— B ATOS 31 PERM MODIFICA 32 IR EXISTING 33 ) WALKWAY ERMIT IFICATION 34 35 40' 36 37 PROPOSED MOORING PILES ILES (TYP. 25) co Ln a - Lu c C6 �Q J U c 4�N Ln E o YY �W > c Lu i W a� C W E p U N C J O J N Lu Q N 5 N N's Z w o¢ N 'n -6 O Q U rn v c� L O cn M c'jl0 E U E N O N to x= LoJ U E Y .O ro0 3 =32 -0 p= o X Q m CL Q�dY�li 3UoQ ES .N m YYYY Y Z w o b O�% N Ld W J U U O 0 Z NV,OZ W O ZZ23NF d aorrrQQro�n O0 QOO F(ok :5 a. (L � rQrornrn rn w0000 0 NNNN N Q 11 11 170D N Of N cl NNON O 0000 0 Z M/ REEK Z J O z OF_ O Z ., U J LL J QZ �N o O � U W ■ Q QQlft v GRAPHIC SCALE' z 0 20 40 80 M (IN FEET) NL1 INCH = 40 FT. (.D � � w_ v z N W PLASTIC PILING CAP ■ (TYP. @ ALL PILES) Q�Q W 2 TOP OF PILING = 8.0' Q U Q ui z 0- TOP OF PIER = ±4.0' C 2x10 JOISTS @12" O.C. e U N EXCAVATED AREA w U �N W L = 0.0= 0.0' Q Ld 04 U - o a r - w in Q 0 N O w U DO U) Y O � o 0 w} w BOTTOM ELEV. ,L J Z z Y li VARIES -6.0' - -11.0' vim-) ¢ wuj J U) a C3 U L- SCALE: 1 " 24'-8"0 TIMBER PILE = 40'1 (10' MIN. PENETRATION) 201 1 PROJ. NO. 080271A 4o'" " EXCAVATE PORTION OF S54°07 27 W 112.07 ALONG ;' COD'' ' UPLAND AREA 1320 SF PERMIT MODIFICATION �Mj• PEXL,4 �pu,�P EX. RFL SHUT - ,CV OFF SWITCH 8 7- " 9! WATER DEPTH 20 9 O ss 4w' O -6.5' fps �jy „E 181.4 ' r,� �_ L2 40' N47'54 zc�c FORMEROUSE �� BREPLACE ULKHEAD EXISTING TO BE LAMA BUYER T ON P PERMIT EX NG 0 ! ODIFICATIO C" 9' WOOF - EXISTING FUELING 5 TION ILDING WATER PAD DEPTH FENCE ' PREVIOUSLY PERMITTED PERMIT -8.0' <9 Q sr�, FXWITH I WALL EX. FISH aEANING MODIFICATION a TO B_E REMOVED STATION OLP ft -pe 62 D FOU IPATION f1 � •� , EXIST Yz 3d GAMA o� O' S BLP6 6 �� WA SE ARINA, LLC 1 ) P.C. A L. 296 IQ. 024 8000 �� �R, 0707 0 08 9300 4»W 354.89' 4471 MILL NDING ROADN �\' DB 22 3, PG. 29 C 4 PROPOSED MAINTENANCE A9 56 O O 59 DREDGING (71,574 SF) • R 57 58 PROJECTED DEPTH -8.0' /F 51 52 53 54 55 PREVIOUSLY PERMITTED 'Q 48 50 —'1 C� WANCHESE MARINA LLC P 45 47 10' MOORING PILES LO 1 40 1 42 43 44 IXISTIN6 PROPOSED (TYP. 69) PROPOSED 4' M.B. 3, PG. 86 38 39 PROPOSED 15A51N BOAT SLIPS PERMIT MODIFICATION WOOD WALKWAY ? A X171 0707205518 0233 FINGER PIERS PERMIT rn 67 LF ODIFICATIO EXISTING CONCRETE �\66S A' 4505DBMILL 224L ING2 R D° OD F CAUTION 73 78 7g O 81 cep TO BE REMOVED PREVIOUSLY PERMITTED �S'O 7 74 PREVIOUSLY PERMITTED o R`3 ����R�•� 60 61 62 63 64 J > N/F WANCHESE MARINA, LLC rQ rn B & D WELLEDRILBING INC. � �S �" ,- d- PROPOSED �o < PC H, SL. 70 PROPOSED U/) TRAVEL LIFT 024890001 64' X 34' PREVIOUSLY PERMITTED _ 3: 0707 0707 05 08 6091 CONCRETE 1 0 MILL LANDING ROADS TRAVEL LIFT d PROPOSED UPLAND a ° STAGING AREA { , DB 2243, PG. 29 �" PROPOSED EXCAVATION (3, 00 SF) RATE BULKHEAD 395 LF PREM USLY.PERMITTED 00 PREVIOUSLY PERMITTED PROJECTED DEPTH -8.0' 75.0' o. rn PROPOSED 8' WOOD ! PREVIOUSLY PERMITTED ` O WALK 314 LF PROPOSED 4' ' PREVIOUSLY PERMITTED PROPOSED DREDGE WOOD WALKWAY 7/I/ DISPOSAL AREA > 67 LF _ 247 85' `` TO (7,325 SF) FFOR f PREVIOUSLY PERMITTED S50° 47' 59 W a " PROPOSED 8' E 60.45 X20 EXGRAVEL WOOD WALKWAY CHANNEL WIDENING N50° 1 PREVIOUSLY PERMITTED 40 LF +t ? •' _• N/F R�ti� !PREVIOUSLY PERMITTED WILLIE R ETHERIDGE, III 10510 KAREN B ETHERIDG N/F MARK G VRABLIC, S 2018 WILLIAM DAVID PIERCE LOT 2 DAISY DAVIS PIERCE P.C. E, SL. 661 SHORELINE PARCEL 1-B 024889000 N/F ORTHOGRAPHICS P.C. E, SL. 669 g' 0707 05 07 8966 I5TIN6 GONGRETE WILLIE ETHERIDGE SEAFOOD COMPANY, IN 024889001 4490 MILL LANDING ROAD CONTAINMENT AREA M.B. 86 070 05 07 78 6 9R,1493, PG, 321 ENGROAGHFIMENT 02488 53300 00 } 0707 05 18 2114 oo� 2 4561 MILL LANDING ROAD DB 40Q—PG-4418- CUT 0P.G 448CUT BACK EXISTING PILES, 2 TOP CAP SHEETS AND WALERS TO 8" 4"x6" TIMBER BELOW EXISTING GROUND TOP OF PILE 8' FINGER PIERS ELEVATION DOCK 10 OR 40' 1 "0 TIMBER BOLTS, BLOCK CAVITIES 4' 8"x8" TIMBER '1 \ \\ \ /i7// ,\ ,\ 2' 17 NWL = ±0.0' EXISTING BULKHEAD (TO REMAIN) 3' FILL VOID WITH CLEAN SAND AND COMPACT 1"0 TIMBER BOLTS ±11' EXISTING 8"0 PILE (TO REMAIN) 25' VINYL SHEET PILES ESP 10.5 OR CMI SG850 OR TIDEWALL SW90 BULKHEAD 8"0 TIMBER DEADMAN BOTTOM 45' 15' LONG ®7.0' O.C. OR 20,000# EARTH ANCHOR 45'-8"0 TIP CLASS B TIMBER MANATEE, DUCKBILL OR PILE ® 7.0' O.C. STINGRAY TYPE ACCEPTABLE 8"0 TIMBER PILING OR CONCRETE GRADE BEAM* 14 BULKHEAD DETAIL 20' FOR TIMBER DEADMAN OR EARTH ANCHOR SECTION *30' FOR CONCRETE GRADE BEAM NTS TOP OF BULKHEAD °I 2x10 JOISTS @ 12" O.C. e (4) 2"x12" GIRDERS TWO ON EACH SIDE OF PILING W/ (3) 1 " HDG DOME HEAD MARINE BOLTS EACH PILING RAKER PIER DETAIL NTS OF gULKH�O w _ 26 85 PROPO 28 WATER 29 DEPTH -11.0' LISTING PROPO' �.— B ATOS 31 PERM MODIFICA 32 IR EXISTING 33 ) WALKWAY ERMIT IFICATION 34 35 40' 36 37 PROPOSED MOORING PILES ILES (TYP. 25) co Ln a - Lu c C6 �Q J U c 4�N Ln E o YY �W > c Lu i W a� C W E p U N C J O J N Lu Q N 5 N N's Z w o¢ N 'n -6 O Q U rn v c� L O cn M c'jl0 E U E N O N to x= LoJ U E Y .O ro0 3 =32 -0 p= o X Q m CL Q�dY�li 3UoQ ES .N m YYYY Y Z w o b O�% N Ld W J U U O 0 Z NV,OZ W O ZZ23NF d aorrrQQro�n O0 QOO F(ok :5 a. (L � rQrornrn rn w0000 0 NNNN N Q 11 11 170D N Of N cl NNON O 0000 0 Z M/ REEK Z J O z OF_ O Z ., U J LL J QZ �N o O � U W ■ Q QQlft v GRAPHIC SCALE' z 0 20 40 80 M (IN FEET) NL1 INCH = 40 FT. (.D � � w_ v z N W PLASTIC PILING CAP ■ (TYP. @ ALL PILES) Q�Q W 2 TOP OF PILING = 8.0' Q U Q ui z 0- TOP OF PIER = ±4.0' C 2x10 JOISTS @12" O.C. e U N EXCAVATED AREA w U �N W L = 0.0= 0.0' Q Ld 04 U - o a r - w in Q 0 N O w U DO U) Y O � o 0 w} w BOTTOM ELEV. ,L J Z z Y li VARIES -6.0' - -11.0' vim-) ¢ wuj J U) a C3 U L- SCALE: 1 " 24'-8"0 TIMBER PILE = 40'1 (10' MIN. PENETRATION) 201 1 PROJ. NO. 080271A ow �2 d r loll R EXISTING RAMP DOWN WITH END DIRECTING RUN—OFF INTO MARINA (OUTFALL #2) SHEET FLOW TO SOUND yt ti EXISTING DRAINAGE DITCH y WANCHESE MARINA ti* FIGURE 1: EXISTING DRAINAGE CONDITIONS SHEET FLOW CONCENTRATED FLOW ` �.. _ - _ Wim.:. • EXISITNG CULVERT � .� � (OUTFALL #1 INTO MARINA) _ GRAPHIC SCALE SHEET FLOW ,. ,, , 0 30 60 120 r — I ` (IN FEET) 1 INCH = 60 FT. ,rd Roanoke �or He Island 12 ad a O \ 0� Broad 0 3s CreekD ?N 68 Point v Q� Tommyo Hammock o � o 0 o �v \ `o m \ a Wanchese °' a 3967 9PB Marina O D � A 0 lvi 345 0 "o Bo ie � o 3966 _ a Wanches 50' 65 �o � SvP heo f f- oin� CAPE • ATTER D NATION L SEASI Cut Through o — 3s64 Ce Cedar Georges Cree — Isi nd Cedar 0 r�7 Point