Loading...
HomeMy WebLinkAbout19990691 Ver 1_COMPLETE FILE_19990618State of North Carolina • Department of Environment (0 and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor NCDENR Wayne McDevitt, Secretary NORTH CAROLINA DEPARTMENT OF Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES August 18, 1999 Dare County DWQ Project # 990691 APPROVAL of 401 Water Quality Certification Joe Bryan, Jr. 2317 Princess Ann Street Greensboro, NC 27408 Dear Mr. Bryan: You have our approval, in accordance with the attached conditions, to dredge 1275 square feet of wetlands and fill 620 square feet of wetlands for the purpose of stabilizing a shoreline and excavating a canal as you described in your application dated July 7, 1999. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3112. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non- Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification. This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786. Attachment Si erely, Stevens cc: Wilmington District Corps of Engineers Corps of Engineers Washington Field Office Washington DWQ Regional Office Mr. John Dorney Central Files Doug Huggett, DCM 990691.1tr Division of Water Quality • Non-Discharge Branch 4401 Reedy Creek Rd, Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper http://h2o.enr.state.nc.us/wetlandc.html DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Joe Bryan, Jr. 2. LOCATION OF PROJECT SITE: 507 Croatan Avenue, Manteo, Dare County, adjacent to Dough's Creek Photo Index - 1995: 182-1881 (V,W,-2) 1989: 152-5 (L-14) 1984: 140-501 (W-11) 1978: 83-361 (P-18) State Plane Coordinates - X: 2986000 Y: 803050 (Manteo LR) 3. 4. 5. 6. 7 INVESTIGATION TYPE: CAMA/D&F INVESTIGATIVE PROCEDURE: Dates of Site Visit - May 21, 1999 Was Applicant Present - No PROCESSING PROCEDURE: Application Received - May 20, 1999 Office - Elizabeth City SITE DESCRIPTION: Post-it' Fax Note 7671 Date ?O pages To From ?r l r Co./Dept. Co. Phone # Phone # Fax Fax # (E) Wastewater Treatment: Existing - Municipal sys Planned - N/A (F) Type of Structures: Existing - House, riprap, dock, bulkhead Planned - Bulkhead, dock, 2 slips (G) Estimated Annual Rate of Erosion: 2 ft. Source - Applicant (A) Local Land Use Plan - Manteo Land Classification From LUP - Conservation (B) AEC(s) Involved: PTA, EW, ES, CW (C) Water Dependent: Yes (D) Intended Use: Private residential HABITAT DESCRIPTION: [AREA] T1RFTIC;FTI 'PTT T 'Q nrrunn (A) Vegetated Wetlands - Possible 404 4125 sq. ft. C W 150 s . ft. 275 s q. ft. (B) Non-Vegetated Wetlands Bulkhead Shaded by dock PTA, EW 1125 s . ft 570 s q. ft. 370 s . ft. (C) Other Hi h round 7155 s . ft. (D) Total Area Disturbed: 13,470 (0.31 acres) (E) Primary Nursery Area: Yes (F) Water Classification: SC HQW Open: N/A 8. PROJECT SUMMARY: The applicant proposes to construct 286 ft. of bulkhead, to perform maintenance excavation in a canal and along the shoreline, to construct a 8' x 44' dock with finger pier and two boat slips on Dough's Creek and to fill his backyard. Joe Bryan, Jr. Bio Report Page Two Site Description The applicant's property is a 90 ft. x 200 ft. urban lot located at 507 Croatan Avenue, Town of Manteo, Dare County and adjacent to Dough's Creek. The property is developed with a single family dwelling with outbuilding, a canal and basin, a bulkhead and dock located in the basin and relic riprap along the canal and creek shoreline. The property has an elevation of approximately 4 ft. at its highest point near Croatan Avenue and slopes downward toward the water to an elevation of approximately 1 ft. The property is vegetated with yard grasses and ornamental shrubs over most of the area with a fringe, averaging 2 ft. wide, of coastal wetland vegetation, including Spartina alternaflora and Juncus roemerianus located along the Dough's Creek shoreline and the canal shoreline. It appears, that prior to 1978, the canal was cut through an existing marsh and the basin was cut into high ground with the spoil being placed on the applicant's property along the north side of the canal. This relic spoil area has been mowed and maintained and is vegetated with yard grasses as. well as Distichlis spicata. This area appears to have 404 wetland characteristics. The adjacent property to the north has a coastal marsh area beside the creek and the lot elevation slopes upward toward Croatan Avenue in a manner similar to the applicant's property. The adjacent property to the south is similar in characteristics but has a larger marsh area beginning at the basin and ending at the creek shoreline. Other than regular yard mowing, the property does not appear to have been maintained. The bulkhead and dock are in poor condition and the canal appears to have shoaled. The basin has an existing water depth of -4 ft. with the canal having a water depth of -2 ft. The connecting water depths in Dough's Creek exceed -5 ft. Dough's Creek is designated a Primary Nursery Area by the Division of Marine Fisheries. The waters of Dough's Creek are classified as SC HQW by the Division of Environmental Management and are closed to the taking of shellfish. In order to stabilize the shoreline, to prevent upland flooding and provide better boating access the applicant proposes to undertake several development activities on the property. The applicant proposes removing the existing old bulkhead and riprap and to construct 286 ft. of treated wood bulkhead a distance of 0 - 5 ft. waterward of NWL (average of 2') along the shoreline of the canal off Dough's Creek. The existing dock in the basin will be removed and a 44 ft. long and 8 ft. wide parallel dock is proposed along Dough's Creek. One finger pier 3' x 12' is proposed to be connected to the dock and six mooring pilings are proposed to provide two boat slips on Dough's Creek. A 4 ft. wide wooden walkway or boardwalk is proposed to be constructed landward of the bulkhead and to follow the applicant's shoreline along the canal and all of the basin with the exception of the south shoreline which lies in close proximity to the property line. The boardwalk will be approximately 240 ft. long. Joe Bryan, Jr. Bio Report Page Three The applicant proposes to conduct maintenance excavation within the canal in an area up to 20 ft. wide x 100 ft. long in order to increase the existing water depth from -2 ft. to -4 ft. An approximate 135' x 3' area of coastal wetlands would also be excavated to facilitate bulkhead construction and boating access. The applicant proposes to dispose of the spoil from the excavation on the relic spoil site adjacent to the canal which will increase the elevation of this area to + 4' MSL. The old bulkhead and riprap rubble will be disposed off site, at the county landfill. The spoil from the maintenance excavation will be contained onsite by means of a silt fence system, the proposed bulkhead and by seeding. Anticipated Impacts The construction of the new bulkhead will result in approximately 570 sq. ft. of Public Trust and Estuarine Waters being filled as well as approximately 275 sq. ft. of Coastal Wetlands. The proposed dock and finger pier will shade approximately 370 sq. ft. of Estuarine and Public Trust waters. Approximately 960 sq. ft. of Estuarine Shoreline will be covered by the walkway. The excavation will impact approximately 1125 sq. ft. of Estuarine and Public Trust waters as well as approximately 150 sq. ft. of Coastal Wetlands. Approximately 100 cubic yards of silty bottom material is proposed to be removed and deposited on shore at the relic spoil site. (The USACOE has not made a determination at this time whether this is an area under 404 jurisdiction.) It is anticipated that additional fill material will be required to raise the yard to the final desired elevation of +4 ft. All fill activity will occur within the Estuarine Shoreline and cover a total of approximately 11,555 sq. ft. The excavation of the canal may promote better water flushing of the basin and will allow improved boating access for the applicant. Temporary water turbidity will occur during construction and excavation activities. A portion of the dock and a boat slip are proposed within the riparian setback corridor and a waiver from the adjacent property owner has been obtained. A CAMA Minor Permit #99-007 was issued to the applicant on January 21, 1999 to move, remodel and add an addition to the existing single family dwelling. Submitted by: Frank A. Jennings, III Date: June 17, 1999 CE V Form DCM-MP-1 APPLICATION MAY 2 0 oq!i (To be completed by all applicants) 1. APPLICANT a. Landowner: Name Joe Bran Tr Address 2317 Princess Ann St City Greensboro State NC Zip 27408 Day Phone . Fax b. Authorized Agent: Name Address City State Zip Day Phone Fax c. Project name (if any) The Gould House NOTE: Pernnit will be issued in name of landowner(s), and/or project nano. 2. LOCATION OF PROPOSED PROJECT a. County Dare : b. City, town, community or landmark Manteo, NC c. Street address or secondary road number 507 Croatan Avenue d. Is proposed work within city limits or planning jurisdiction? X Yes No e. Name of body of water nearest project (e.g. river, creek, sound, bay) Dough's Creek 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/or filling activities. Build bulkhead & dock Fill back a of lot to +4' MSL; Maintenance excavation of existing basin. b. Is the proposed activity maintenance of an existing project, new work, or both? Both c. Will the project be for public, private or commercial use? Private d. Give a brief description of purpose, use, methods of constriction and daily operations of proposed project. If more space is needed, please attach additional pages. Jet pump to install bulkhead Backhoe to excavate basin. and smooth out fill dirt for residential lot.. Revised 03/95 Form DCM-MP-1 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract 90' x 200' b. Size of individual lot(s) 90' x 200' c. Approximate elevation of tract above MHW or NWL approximately 4' m. Describe existing wastewater treatment facilities. Town of Manteo offers complete water an waste water services n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential discharges.) Surface Runoff o. Describe existing drinking water supply source. d. Soil type(s) and texture(s) of tract Town of Manteo supplie` water to Sandy Loam the site e. Vegetation on tract Yard Grasses f. Man-made features now on tract Single-Family ? ADDITIONAL INF'OR?Z?TION Residence, Canal, Bulkhead. Basin Dock . g. What is the CAMA Land Use Plan land In addition to the completed appiication form, the classification of the site? (consult the local land use pL=•) following items must be submitted: X Conservation Transitional • A copy of the deed (with state :application only) or X Developed Community other instrument under which the :applicant claims title Rural Other to the affected properties. If tie applicant is not h. How is the tract zoned by local government? claiming to be the owner of said property, then forward a copy of the deed or other instrument under B-1 which the owner claims title, plus written permission from the owner to carry out the project. i. Is the proposed project consistent with the applicable zoning? X Yes No • An accurate, dated work plat (including plan view (Anach zoning conTU=ce eerrij?care, if applicable) and cross-sectional drawings) drawn to scale in black j Has a professional archaeological assessment been ink on an 8 1/2" by 11" white paper. (Refer to . done for the tract? Yes X No Coastal Resources Commission Rule 7J.0203 for a If yes, by whom? detailed description.) k. Is the project located in a National Registered Historic District or does it involve a National Register listed or eligible property? Yes X No Please note that original drawings are preferred and only high quality copies will be accepted. Blue-line prints or other larger plats are acceptable only if an adequate number of quality copies are provided by applicant. (Contact the U.S. Army Corps of A.- +1' t enc 's use of larger 1. Are there wetlands on the site? X Yes No Engineers regar tag a ag y Coastal (marsh) X Other Fringe along shore drawings.) A site or location map is a part of plat If yes, has a delineation been conducted? by Frank Jenninuirements and it must be sufficiently detailed to (Aaach docunsenzdon, yavailable) guide agency personnel unfamiliar with the area to the CENT ID Form DCM-MP-1 site. Include highway or secondary road (SR) numbers, landmarks, and the like. • A Stormwater Certification, if one is necessary • A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a ropy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Upon signing this form, the applicant further certifies that such notice has been provided. Mine Lee TuRwell Address PO Box 1414 Phone anteo 95 Name James C Hassell Address 17436 Kantishna Dr. Phone Eagle River, Alaska 99577 Name Address Phone MAY P P 6. CERTIFICATION AND PERMISSION TO ENTER ON LAND I understand that any permit issued n response to this application wi11 allow only the development described in the application. The project will be subject to conditions and restrictions contained in the permit. I certify that to the best of my knowl age, the proposed activity complies with the State of North Carolina's approved Coastal Management Pro ,ram and will be conducted in a manner consistent wit i such program. I certify that I am authorized to gra.it, and do in fact, grant permission to representatives c f state and federal review agencies to enter on the afore:;ientioned lands in connection with evaluating information related to this permit application and follow-up nonitoring of the project. I further certify that the informatio.i provided in this application is truthful to the best of i.,.y knowledge: This is the ??ay of • A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. 'CAMA Minor Development Permit issue to Joseph Bryan 1-21-99 #99-007 • A check for $250 made payable to the Department of Environment, Health, and Natural Resources (DEHNR) to cover the costs of processing the application. • A. signed AEC hazard notice for projects in oceanfront and inlet areas. • A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A - 1 to 10) If the project involves the expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. Print Name Signature Landowner or Please indicate attachments pertainin , to your proposed project. X DCM MP-2 Excavation and F:11 Information DCM MP-3 Upland Developr ent X DCM MP-4 Structures Inform ition DCM MP-5 Bridges and Culy --rts DCM MP-6 Marina Development NOTE. Please sign and date ea& attachment in the space provided at the botto n of each form. 400 copies of this public document were printed at a total cost of $52.48 or $ .13 per -opy. Revised 03/95 Form DCM-MP-2 R EC"?- MAY 20 fggq EXCAVATION AND FILL (Except bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Describe below the purpose of proposed excavation or fill activities. All values to be given in feet. Average Final Existing Project i nnoth Width Denth DeDth Access channel (MLW) or (NWL) Canal Boat basin Boat ramp Rock groin Rock breakwater Other (Excluding shoreline stabilization) 100' 20' -2' -4' ka 1. EXCAVATION a. Amount of material to be excavated from below MHW or NWL in cubic yards, 100cu yds b. Type of material to be excavated Rip-Rap. Bottom Material, sandy with some muck c. Does the area to be excavated include coastal wetlands (marsh), submerged aquatic vegetation (SAVs) or other wetlands? Yes X No d. Highground excavation in cubic yards 0 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area At Site. b. Dimensions of disposal area 40' x 100' c. Do you claim title to disposal area? X Yes No If no, attach a letter granting permission from the owner. d. Will a disposal area be available for future maintenance? X Yes No If yes, where? At Site. Revised 03195 Form DCM-MP-2 e. Does the disposal area include any coastal wetlands (marsh), SAVs or other wetlands? Yes X No f. Does the disposal include any area in the water? Yes X No If Yes, (1) Amount of material to be placed in the water None (2) Dimensions of fill area 135' x 53' x +2 (3) Purpose of fill Elevate Yard Prevent Flooding 3. SHORELINE STABILIZATION a. Type of shoreline stabilization X Bulkhead Riprap b. Length 286 feet c. Average distance waterward of MHW or NWL 2' d. Maximum distance waterward of MHW or NWL 5' e. Shoreline erosion during preceding 12 months 2 ft (source of information) observation f. Type of bulkhead or riprap material Treated wood g. Amount of fill in cubic yards to be placed below water level (1) Riprap NSA (2) Bulkhead backfill 80 cu vds h. Type of fill material Clean, Dry Fill Material i. Source of fill material Upland pit 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material be brought to site? X Yes No b. Will fill material be placed in coastal wetlands (marsh), SAVs or other wetlands? X Yes No If yes, (1) Dimensions of fill area 44' x 100' (2) Purpose of fill Elevate Yard Prevent Flooding 5. GENERAL a. How will excavated or fill material be kent on site and erosion controlled? Silt fence & 'Bulkhead, also area will be graded and planted with vard grasses as soon as possible b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? Backhoe - small tractor c. Will wetlands be cr3ssed in transporting equipment to project site? Yes X No If yes, explain steps that will be taken to lessen environmental impacts. The Gould House Applicant or Project Name Signature Date 400 copies of this public document were printed at a total cost of $11.00 or $ .03 per copy. Revised 03/95 RECO M D ,orm DCM-MR4 STRUCTURES Construction within Public Trust Areas) ?ttach this form to Joint Application for CAMA Major 'ermit, Form DCM-MP-1. Be sure to complete all ther sections of the Joint Application which relate to its proposed project. Dock(s) and/or Pier(s) (1) Commercial -Community X Private (2) Number 1 (3) Length 44' (4) Width 8 (5) Finger Piers Yes No (i) Number 1 (ii) Length 12' (iii) Width 3 (6) Platform(s) Yes X No (i) Number (ii) Length (iii) Width (7) Number of slips proposed 2 (8) Proximity of structure to adjacent riparian property lines adjacent to property (9) Width of water body 400' approximately (10) Water depth at waterward end of pier at MLW or NWL -5 Boathouse (including covered lifts) (1) Commercial Private (2) Length N/A (3) Width N/A Groin (e.g. woo (1) Number (2) Length(s) 1, sheetpile, etc.) _ N/A N/A Breakwater (e.g. wood, sheetpile, etc.) (1) Length N/A (2) Average distance from MHW, NWL or wetlands N/A (3) Maximum distance beyond MHW, NWL or wetlands . N/A e. Mooring buoys MAY 2 0 (1) _ Commercial -Community _ Private (2) Number N/A (3) Description of buoy (Color, inscription, size, ancl- -)r, etc.) N/A (4) Width of water body N/A (5) Distance ' buoy(s) to be placed beyond shoreline N/A f. Mooring structure (boatlift, mooring pilings, etc.) (1) _ Commercial _Commur:icy X Private (2) Number Piles - 6 (3) Length of Slip - 36' (4) Width ° blip - 0 g. Other (Give complete description) 4' x 240' Boardwalk landward of u ea Gould House Appti N e Signature 5/ q 1 { Date 400 copies of this public document were printed at a total cost of $7.00 or $ .02 per copy. E? D?UGN a G a ?» r r1 t 1 1 4 fir, 1 1 f ??' 1 1 1 L 1 1 J 1 1 J 1 ` 1 1 1 1 ? j G??p,-TAN p,,4? t v 1 ' f 1 14 1 ?$ w a Id l i 1 1 1 i 1 I 1 t 1 t 4 t en s U C a U E-, o o Z A o? U A A ?< W o0 j A ' ? zz e 0. ? U Qy r 0 .o ?DATE - 5/t3/98 -SCAIE- 1- 40' DESIGN B JW -DRAWN B' LF5 APPRV 9, UCET- 1 / OF 3 O ? • . $a f ? ?? 7 Re irl) WAY 9 Q ANCHOR ROD & DEADMAN 'I BOAT BASIN SECTION 2 SCALE 1-- 8• a ? z 0. a 0 N Uu ? x E- o z 0 U W V O a z q z--c q ?o w O ? a O ° (? U 0. ? O LFS WN LFS Z CANAL SECTION 2 SCALE 1*- 8 2 /°F 3 PROD. X- z z 0 U w to x W U.. m 0 A r n 0. o z o? V V o ? A 4 m w ?o aC ? pr AS NOID ?XSIGN a US •0"YN r US .N"V T (REY 6-S ff100 3 MANTEO OFFICE: 252-473-3282 07-19-99 11:07 P.01 State of North Carolina , Department of Environment i and Natural Resources Division of Water Quality James B. Hunt, Jr., Govemor NCDENR Wayne McDevitt, Secretary NORTH CAROIANA DEPARTMENT OF Kerr T. Stevens, Director ENVIRONMENT AND NATURAL. RESOURCES July 2, 1999 Joe Bryan, Jr. 2317 Princess Ann Street Greensboro, NC 27408 QPyM?N? Dear Mr. Bryan: REC?,v?o Subject: Bulkhead DWQ # 990691 Dare County On June 29, 1999, your application for a 401 Water Quality Certification for constructing a bulkhead was received by the N.C. Division of Water Quality. The Division will begin to review the project for eventual decision. However, please be aware that beginning January 1, 1999 that the N.C. General Assembly passed legislation requiring payment of-a fee of $200.00 for this project. The 401 Certification cannot be issued until this fee'ii,paid. Until ttrut time, your application will remain on hold as incomplete. Please call Cyndi Bell at 919-733-1786 if you have any questions. II o ey cc: Central Files Washington DWQ Regional Office Washington Field Office US vkrmy Corps of Engineers Cyndi Bell Wetland File Doug Huggett; DCM Wetlands/401 Unit 4441 Rcedy Creek Road Raleigh, North Carolina 27607 Telephone 919.733-1786 FAX # 733.9959 An Equal opportunity Affirmative Action Employer 50% recycled/10% poet consumer paper http://h2o.enr,statc.iic,ui/weduWc.htinl State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Kerr T. Stevens, Director July 2, 1999 4 0 • NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Joe Bryan, Jr. 2317 Princess Ann Street Greensboro, NC 27408 Dear Mr. Bryan: PAYMENT RECEIVED Subject: Bulkhead DWQ # 990691 Dare County On June 29, 1999, your application for a 401 Water Quality Certification for constructing a bulkhead was received by the N.C. Division of Water Quality. The Division will begin to review the project for eventual decision. However, please be aware that beginning January 1, 1999 that the N.C. General Assembly passed legislation requiring payment of a fee of $200.00 for this project. The 401 Certification cannot be issued until this fee is paid. Until that time, your application will remain on hold as incomplete. Please call Cyndi Bell at 919-733-1786 if you have any questions. S' re J hn R. o ey cc: Central Files Washington DWQ Regional Office Washington Field Office US Army Corps of Engineers Cyndi Bell WFile Doug Huggett; DCM Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal opportunity Affirmative Action Employer 50% recycled/10% post consumer paper httpJ/h2o.enr.state.nc.astwetiandc.htmi MEMORANDUM TO: John Dorney Regional Contact: Non-Discharge Branch WO Supervisor: Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Joe Bryan, Jr. Project Number 99 0691 Recvd From DCM Received Date 6/29/99 Recvd By Region 8/11/99 Project Type bulkhead Certificates Permit Wetland Wetland Wetland Stream Type Type Impact Score Index County Dare County2 Stream Class Acres Prim. Supp. Basin Req. Stream Impacts (ft.) Feet Req. CAMA F- P Y @)N r 30-21-3-2 SC HQW 30,151. 0.03 F_ PT ON F Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON Have Project Changes/Conditions Been Discussed With Applicant? O Y * N Is Mitigation required? O Y t0 N Recommendation: 10 Issue O Issue/fond O Deny Provided by Region: Latitude (ddmmss) Longitude (ddmmss) Comments suhmited 8/13/99 Region Washington cc: Regional Office Page Number 1 Central Office Re: Joe Bryan Jr. Project No. 990691 Subject: Re: Joe Bryan Jr. Project No. 990691 Date: Fri, 13 Aug 1999 08:33:02 +1100 From: "Brad Shaver" <Brad-Shaver@waro.enr.state.nc.us> Organization: WARO-DENR To: "Cyndi Bell" <cyndi_bell@h2o.enr.state.nc.us> CC: deborah-sawyer@waro.enr.state.nc.us Cyndi, I got on my computer after all. The Joe Bryan Jr project has been commented on in the filemakerpro system. The application was incorrect according to the COE. The actual wetland fill was less than .008 acres. This office recommends issuance of this permit. Later, Brad 1 of 1 8/13199 5:46 AN