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Home My WebLink About19980841 Ver 1_COMPLETE FILE_19980826State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director 'A4610 0 )1 7 APM" NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES October 5, 1998 Washington County DWQ Project # 980841 COE # 199812011 APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS Mr. Raymond Spruill PO Box 476 Roper, NC 27970 Dear Mr. Spruill: You have our approval, in accordance with the attached conditions and those listed below, to place fill material for the purpose of constructing a road crossing and shoreline stabilization at Summerby tract, as you described in your application dated August 26, 1998. 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. 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 new application except as modified below. 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 00506(h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds to notify the state in order to assure compliance for future wetland and/or water impact. These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). 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. 276 1 1-7447. 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 Domey at 919-733-1786. Si c ely, re on Howard, Jr. P.E. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Washington Field Office Washington DWQ Regional Office John Domey Central Files John Parker; DCM John Doughty 980841.1tr 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 ISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. isrPli?AME Summerby c/o Raymond T. Spruill W,,IER UA 2. LOCATION OF PROJECT SITE: Washington County on US 64 near the SR 1136 intersection on Albemarle Sound near Roper, North Carolina Photo Index - 1995: 134-1418; P-4-10 1989: 1-64-16; R-13-18 1984: 102-931; S-18-22 State Plane Coordinates - X: 2,726,200 Y: 807,000 Roper North Quad. (upper right corner) 3. INVESTIGATION TYPE: CAMA & D/F 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 07/16/98 05/07/98 Was Applicant Present - NO YES 5. PROCESSING PROCEDURE: Application Received - 08/06/98 Office - Washington 6. SITE DESCRIPTION: (A) Local Land Use Plan - Washington County Land Classification From LUP - Conservation (water, wetlands), Transitional (land) (B) AEC(s) Involved: EW,PTA,ES (C) Water Dependent: YES (D) Intended Use: Private (E) Wastewater Treatment: Existing - None Planned - Septic tanks and drain fields (F) Type of Structures: Existing - None Planned - Riprap, 30 wooden groins, boat ramp, and access road (G) Estimated Annual Rate of Erosion: 2.5' Source - Applicant 7. HABITAT DESCRIPTION: [AREA] DREDGED FILLED 9T11ER (A) Vegetated Wetlands ±6,000 ft2 ±6,000 ft2 404 wetlands (B) Non-Vegetated Wetlands ±200 ft2 ±7,700 ftz Sound bottom (C) Other ±130,680 ft2 High ground (D) Total Area Disturbed: 3.3 acres (144,389 ft2) (E) Primary Nursery Area: NO (F) Water Classification: SB Open: NO 8. PROJECT SUMMARY: The applicant proposes to subdivide a ±30.8 acre tract of land into 15 waterfront residential lots ranging in size from 0.79 acre to 1.59 acres and leave the remaining acreage undeveloped. Development proposed on the 15 residential lots includes; riprap, wooden groins and a boat ramp. An access road through wetlands will be constructed on the project site. Summerby C/O Raymond Spruill Project Setting The project site is located adjacent US 64 near the intersection of SR 1136 on Albemarle Sound near Roper in Washington County, North Carolina. The project site is bordered on the downstream (east) side by a developed lot which is riprapped and is part of Summerfield Farms subdivision. The property is bordered on the upstream (west) side by an undeveloped wooded wetland tract. The project site is on the eastern half of the property and includes ±31 acres. The majority of the property is vegetated with mixed hardwoods, pines and has an undergrowth of vines and shrubs. An area of wooded wetlands which has been delineated as Section 404 wetlands by the U.S. Army Corps of Engineers bisects the property running parallel to the sound and connects into the Albemarle Sound at the west end of the property. The ±6' elevation above mean sea level creates an erosion bluff at the sound interface with aggressive undercutting of the bank. Albemarle Sound is classified as SB by the Environmental Management Commission. Albemarle Sound at the project site is coastal water but is not open to shell fishing. Project description The applicant proposes to place ±1,500' of riprap along the shoreline. The riprap will average 5' waterward of the normal water level (NWL) with a maximum distance offshore of 10'. The riprap will extend approximately 6' landward of the NWL to a height of 6' above the NWL. The existing shoreline will be graded down to the newly installed riprap over a width of 25'. The applicant proposes to construct a 3' wide concrete sidewalk along the top of the riprap. Thirty - 25' long wooden groins are proposed every 50 linear feet along the riprap with 2 of them being installed on either side of the proposed boat ramp. The boat ramp will be constructed on a 30' wide access lot at the east end of the project site and will be 10' wide by 40' long (20' to be below the NWL). Approximately 500 ftz of uplands will be filled to fill in logging ruts and an old non- functioning ditch. An asphalt road will be constructed onto the property and will terminate at the 404 wetland area. A 10' wide gravel road with a base width of 40' will cross the 404 wetland area which is ± 150' wide and continue on the opposing high ground to access lots 1 through 9. The wetland crossing will include 2 - 18 inch culverts to maintain flow from one side of the fill to the other in the wetland. A 10' gravel road will be constructed on the access lot down to the proposed boat ramp and include a 30' wide turn around area at the ramp. Anticipated impacts The project as proposed will result in the excavation of ±200 ftz and the filling of ±7,700 ft2 of sound bottom associated with the placement of riprap and boat ramp. The road construction in the wetland area will result in the excavation and filling of ±6,000 ft2 of section 404 delineated wetlands. Grading of the existing bluff and the construction of the sidewalk as well as the road construction and upland fill activities will result in the disturbance of ±130,680 ftz of high ground. The project as proposed will result in localized turbidity as a result of the construction activities. David W. Moye - 6 August 1998 Project Description-Summerby General- The 30.8 acre wooded site is being improved to create approximately 15 waterfront homesites that range in size from 0.79 acres to 1.59 acres. The interior of the site will not be subdivided at this time. The project will include the following: Riprap- The shoreline will be stabilized with riprap for a distance of 1500 linear feet. Average distance waterward of normal water level is 5 feet. Class II granite will be installed over filter fabric and a concrete walkway will be poured along the top. Jetties- Wooden groins 25 feet long will be installed every 50 feet along the shoreline. They will extend no higher that one-foot above normal water level. Road- A road will be built to NCDOT standards to provide access to the homesites. It will have a 50-foot ROW and an asphalt surface. Wetland Crossing- A crossing to provide access to the homesites north of the wetland will be built. It will be 150 feet long and 40 wide. It will accommodate a private rock- surfaced access road and underground utility crossings for power lines, telephone lines, and pipes conveying treated wastewater to remote drainfields. The fill section proposed will include two 18-inch culverts to maintain flow in the wetland. A drawing is included. Wetland-The boundary of the wetland has been delineated, surveyed, and approved by the Corps of Engineers. The only fill proposed is for the crossing. Deed restrictions will be imposed that prohibit any additional filling for any reason. Boat Ramp- A boat ramp will be built at the eastern end of the property. A 30-foot rock surfaced road will be built for access. Utilities- County water, underground power, and telephone will be provided. Individual septic tanks have been permitted. Copies of the permits are included. Pond- A pond will be dug on the property to provide fill material for the wetland crossing and the shoreline construction. Grading within the AEC- To repair logging damage to the ground from prior timber salvage operations, ruts will be filled and stabilized during the shoreline construction. These areas are shown on the plan view drawing. An old ditch that runs from the Sound to the wetland will also be filled. It no longer has any function. Typical Section of Riprap- The elevation of the shoreline is between 4 feet and 8 feet above NWL. Fill will be brought in to raise the lower areas to 6 feet. The fill will be tapered back to existing ground over a distance of 25 feet. The fill will not encroach on any wetlands. The shoreline with an elevation higher that the proposed riprap will tapered down to top of the riprap. Two cross sections are shown. Jmd/win/letters/sally )Form DCM-MP-1 APPLICATION (To be completed by all applicants) b. City town, ty or landmark f2oper,?'um 1. APPLICANT mad number c. Street address or secondary Hwy 64E at SR1136 a. Landowner: Name Raymo nd T. Spruill d. Is proposed work within city limits or planning jurisdiction? Yes X No Address P.O. Box 476 e. Name of body of water nearest project (e.g. river, city Roger State NC creek, sound, bay) Albemarle Sound zip 27970 Day Phone 252-793-5969 3. DESCRI MON AND PLANNED USE Fax OF PROPOSED PROJECT b. Authorized Agent: Name _lnhn M Dnughb? Address 3617 Wedgewood Drive City New Bern State NC: Zip ?R-569 Day Phone 252-633-7420 Fax 252-633-7438 c. Project name (if any) Summerby NOTE. Pemdt will be Issued in inure ojlmdowner(+), and/or project rams. 2. LOCATION OF PROPOSED PROJECT a. County Washington 4• a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/or filling activities.- dDrap. groins, boat ramp,_ road construc- Linn watlanrl rrnssinn usina culverts and b. Is the proposed activity maintenance of an existing project, new work, or both? new work c. Will the project be for public, private or commercial use? private d. Give a brief description of purpose, use, methods of construction and daily operations of proposed project. If more space is needed, please attach additional pages. see attached eject description Revised 03/95 ? J Form DCM-MP-1 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract 30.8 acres b. Size of individual lot(s) 0.79 to 1.59 acres c. Approximate elevation of tract above MHW or NWL 4-8 feet d. Soil type(s) and texture(s) of tract Altavista e. Vegetation on tract upland and bottomland hardwoods f. Man-made features now on tract none g. What is the CAMA Land Use Plan land classification of the site? (Conk dw locW lad use plan.) Conservation _ X Transitional Developed Community Rural Other b. How is the tract zoned by local government? NA L Is the proposed project consistent with the applicable zoning? Yes No N/A (Atmch z-g compliance c-Wftaau, lfap &able) j. Has a professional archaeological assessment been done for the tract? Yes _ X No If yes, by whom? 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 1. Are there wetlands on the site? X Yes No Coastal (marsh) Other X_ If yes, has a delineation been conducted? yc---q (Anach domown"m, ifa?dlable) m. Describe existing wastewater treatment facilities. none 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 run-off o. Describe existing drinking water supply source. none 5. ADDITIONAL INFORMATION In addition to the completed application form, the following items must be submitted: • A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. If the applicant is not claiming to be the owner of said property, then forward a copy of the deed or other instrument under which the owner claims title, plus written permission from the owner to carry out the project. • An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale in black ink on an 8 1/2" by I1" white paper. (Refer to Coastal Resources Commission Rule 7J.0203 for a detailed description.) 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 Engineers regarding that agency's use of larger drawings.) A site or location map is a part of plat requirements and it must be sufficiently detailed to guide agency personnel unfamiliar with the area to the 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 copy of the application and plats by certified mall. 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. Name John M. Doughty Address 9617 WedQewnnd; New_8em, NC Phone 2-tim n-7d7(l Name Mrs Marvin Coster Address 68 Mattnrk rirrlP-,rPPr, RC'. Phone Name Address Phone • A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. none • 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. 6. CERTIFICATION AND PERMISSION TO ENTER ON LAND I understand that any permit issued in response to this application will 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 knowledge, the proposed activity complies with the State of North Carolina's approved Coastal Management Program and will be conducted in a manner consistent with such program. I certify that I am authorized to grant, and do in fact, grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. This is the ? day o , 19 Print Name Signatar or Ardio?ized 410 Please indicate attachments pertaining to your proposed project- X DCM MP-2 Excavation and Fill Information , X DCM MP-3 Upland Development X DCM MP4 Structures Information X DCM MP-5 Bridges and Culverts DCM MP-6 Marina Development NOTE: Please sign and date each attachment in the space proWded at the bottom of each form. Robed Q3/" Form DCM-MP-2 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 fed. Aves Final Fa3sdat Pmjtd Access channel (MLW) or (NWL) Canal Boat basin Boat ramp Rock groin Rock breakwater Other (Excluding shomum " livdion) 1. EXCAVATION a. Amount of material to be excavated from below MHW or NWL in cubic yards none b. Type of material to be excavated NA c. Does the area to be excavated include coastal wetlands (marsh), submerged aquatic vegetation (SAVs) or other wetlands? Yes _-L No d. Highground excavation in cubic yards +25 (boat ramp construction) 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area on-site behind dprap b. Dimensions of disposal area NA 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? Same as abOVe Revised 03193 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 app. 500 s ft Purpose of fill i o ditch an repair (3) logging amage. 3. SHORELINE STABILIZATION a. Type of shoreline stabilization Bulkhead -X Riprap b. Length 1 .50 feet C. Average distance waterward of MHW or NWL 5 feet d. Maximum distance waterward of MHW or NWL 10 feet e. Shoreline erosion during preceding 12 months 2-3 feet ? of ;„fa,, wdon) estimate f. Type of bulkhead or riprap material granite g. Amount of fill in cubic yards to be placed below water level (1) Riprap 139 (2) Bulkhead backfill none h. Type of till material granite i. Source of fill material Fountain, NC_ b. Will fill material be placed in coastal wetlands (marsh), SAVs or other wetlands? Yes No If yes, (1) Dimensions of fill area 40 X 150 (2) Purpose of fill road 5. GENERAL a. How will excavated or fill material be kept on site and erosion controlled? disturbed area behind riprap will be seeded and strawed b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? baekhoe dum true c. Will wetlands be cr5ssed in transporting equipment to project site? X Yes -No If yes, explain steps that will be taken to lessen environmental impacts. minor road crossing will be built per DCM-MP5 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material be brought to site? X Yes No ftybed 031" Summerby o(,?Mdlr rioJecc JJI &?4g ::2 IL nacre iHJ «.. :(, ..ti ^T',v c'iTCr n5.v.a;?.oS?>if?sbh,aA r.7TV7G?, ..,u }..:. ;w ;. ,,.a.. y,,.a 4i S?TS SC .TaT^S"T 3yit #,c. T+T ":..a - .rT a, nsc. cr: .n a^vf [rm MT. V- Form DCM-MP-3 UPLAND DEVELOPMENT (Construction and/or land disturbing activities) 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. a. Type and number of buildings, facilities, units or structures proposed none b. Number of lots or parcels 15 h. Projects that require a CAMA Major Development Permit may also require a Stormwater Certification. Has a site development plan been submitted to the Division of Environmental Management for review? Yes _X_ No If yes, date submitted i. Describe proposed method of sewage disposal. peptic tanks c. Density (give the number of residential units and the units per acre) 15 lots on approximately 20 acres. 10 acres future development d. Size of area to be graded, filled or disturbed including roads, ditches, etc. ann. 3 acres e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimentation control plan at least 34 days before land disturbing activity begins. If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? Yes X No, If yes, date submitted f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for paved surfaces. Road surfaces will be asphalt and crushed stone: concrete walkway along top of riprap. g. Give the percentage of the tract within 75 feet of MHW or NWL, or within 575 feet in the case of an Outstanding Resource Water, to be covered by impervious and/or built-upon surfaces, such as pavement, buildings, rooftops, or to be used for vehicular driveways or parking. 5% j. Have the facilities described in Item i. above received state or local approval? yes (Aaadh appropriate do--n" -) k. Describe location and type of proposed discharges to waters of the state (for example; surface runoff, sanitary wastewater, industriallcommercial effluent, "wash down" and residential discharges). surface run-off 1. Describe proposed drinking water supply source (e.g. well, community, public system, etc.) Washington County water system m. Will water be impounded? Yes X_ No If yes, how many acres? n. If the project is a oceanfront development, when was the lot(s) platted and recorded? NA Summerb t or Project Name tun ?- is Date Revised 03/93 Form DCM MP-4 STRUCTURES (Construction within Public Trust Areas) 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 which relate to this proposed project. a. Dock(s) and/or Pier(s) N/A (1) _ Commercial -Community _ Private (2) Number (3) Length (4) Width (5) Finger Piers Yes No (i) Number (ii) Length (iii) Width (6) Platform(s) Yes No (i) Number (ii) Length (iii) Width (7) Number of slips proposed (8) Proximity of structure to adjacent riparian property lines (9) Width of water body (10) Water depth at waterward end of pier at MLW or NWL b. Boathouse (including covered lifts) N/A (1) Commercial Private (2) Length (3) Width c. Groin (e.g. wood, sheetpile, etc.) (1) Number 30 (2) Length(s) - d. Breakwater (e.g. wood, sheetpile, etc.) N/A (1) Length (2) Average distance from MEN, NWL or wetlands (3) Maximum distance beyond MHW, NWL or wetlands e. Mooring buoys N/A (1) _ Commercial -,Community _ Private (2) Number (3) Description of buoy (Color, inscription, size, anchor, etc.) (4) Width of water body (5) Distance buoy(s) to be placed beyond shoreline f. Mooring structure (boatlift, mooring pilings, etc.) N/A (1) _ Commercial -Community _ Private (2) Number (3) Length (4) Width g. Other rove co vkte descrioan) N/A Summerby t Project N 7-(S w Date Revised 03/95 Farm.DCM-MP-5 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. (4) Will all, or a part of, the existing culvert be removed? (Explain) 1. BRIDGES N/A a. Public Private b. Type of bridge (construction material) c. Water body to be crossed by bridge d. Water depth at the proposed crossing at MLW or NWL e. Will proposed bridge replace an existing bridge? Yes No If Yes, (1) Length of existing bridge (2) Width of existing bridge (3) Navigation clearance underneath existing bridge (4) Will all, or a part of, the existing bridge be removed? (Explain) L Will proposed bridge replace an existing culvert(s)? Yes No If yes, (1) Length of existing culvert (2) Width of existing culvert (3) Height of the top of the existing culvert above the MHW or WNL g. Length of proposed bridge h. Width of proposed bridge i. Height of proposed bridge above wetlands j. Will the proposed bridge affect existing water flow? Yes No If yes, explain k. Navigation clearance underneath proposed bridge 1. Will the proposed bridge affect navigation by reducing or increasing the existing navigable opening? Yes No If yes, explain m. Will the proposed bridge cross wetlands containing no navigable waters? Yes No If yes, explain n. Have you contacted the U.S. Coast Guard conccraing their approval? Yes No If yes, please provide record of their action. Re"Sed 03/93 Form DCM-MP-5 4 2. CULVERTS a. Water body in which culvert is to he placed 404 wetlands b. Number of culverts proposed 2 c. Type of culvert (construction material, style) aluminum d. Will proposed culvert replace an existing bridge? Yes X No If yes, (1) Length of existing bridge (2) Width of existing bridge (3) Navigation clearance underneath existing bridge (4) Will all, or a part of, the existing bridge be removed? (Explain) e. Will proposed culvert replace an existing culvert? Yes X No If yes, (1) Length of existing culvert (2) Width of existing culvert (3) Height of the top of the existing culvert above the MHW or NWL (4) Will all, or a part of, the existing culvert be removed? (Explain) f. Length of proposed culvert 50' , g. Width of proposed culvert 18" h.' Height of the top of the proposed culvert above the MHW or NWL N/A Will the proposed culvert affect existing water flow? Yes X No If yes, explain J. Will the proposed culvert affect existing navigation potential? Yes X No If yes, explain 3. EXCAVATION AND F LL a. Will the placement of the proposed bridge or culvert require any excavation below the MHW or NWL? Yes X No If yes, (1) Length of area to be excavated (2) Width of area to be excavated (3) Depth of area to be excavated (4) Amount of material to be excavated in cubic yards b. Will the placement of the proposed bridge or culvert require any excavation within: - Coastal Wetlands _ SAVs _XOther Wetlands If yes, (1) Length of area to be excavated 150' (2) Width of area to be excavated 40' (3) Amount of material to be excavated in cubic yards 667 c. Will the placement of the proposed bridge or culvert require any highground excavation? Yes _ CX No If yes, (1) Length of area to be excavated (2) Width of area to be excavated (3) Amount of material to be excavated in cubic yards d. If the placement of the bridge or culvert involves any excavation, please complete the following: (1) Location of the spoil disposal area on site (2) Dimensions of spoil disposal area 200 by 100 feet (3) Do you claim title to the disposal area? X Yes No If no, attach a letter granting permission from the owner. xeYhed 03/95 Farm. DCM-MP-S (4) Will the disposal area be available for future b. Will the proposed project require the relocation of maintenance? X Yes No any existing utility lines? Yes _ X No (5) Does the disposal area include any coastal If yes, explain in detail wetlands (marsh), SAVs, or other wetlands? Yes _ X No If yes, give dimensions if different from (2) above. c. Will the proposed project require the construction of (6) Does the disposal area include any area below any temporary detour structures? the MHW or NWL? Yes X_ No Yes X No If yes, give dimension if different from No. 2 If yes, explain in detail above. e. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material d. Will the proposed project require any work described in Item d. above) to be placed below channels? Yes X No MHW or NWL? Yes _ X No If yes, complete Form DCM-MP-2 If yes, (1) Length of area to be filled e. How will excavated or fill material be kept on site (2) Width of area to be filled and erosion controlled? silt fences, rigraQ (3) Purpose of fill f. Will the placement of the proposed bridge or culvert f. What type of construction equipment will he used result in any fill (other than excavated material (for example, dragline, backhoe or hydraulic described in Item d. above) to be placed within: dredge)? backhoe, dump trucks - Coastal Wetlands ____ SAVs -XOther Wetlands If yes, (1) Length of area to be filled 150' (2) Width of area to be filled g. Will wetlands be crossed in trans rting equipment (3) Purpose of fill road be to project site? Yes No If yes, explain steps that will be taken to lessen environmental impacts. g. Will the placement of the proposed bridge or culvert result in any fill (other than excavated material described in Item d. above) to be placed on highground? Yes X No h. Will the placement of the proposed bridge or culvert If yes, require any shoreline stabilization? (1) Length of area to be filled Yes X No (2) Width of area to be filled If yes, explain in detail (3) Purpose of fill Summerby 4. GENERAL t?rojecx L- e77 a. Will the proposed project involve any mitigation? Yes X No If yes, explain in detail . (S _c U Date Revised 03/95 C y O N O W A N C W. u Oz. \ r 32 Ln m a •o c 10 n ? Y / A a LOCATION MAP SUMMERB'Y ' WASHINGTON COUNTY - 35 5 9 N JULY 15 1998 C Leopards \ Point / b . Y 1315 Grove 0 131 1 1344 , \ . 4^ .3 32 11 's 1349 Batemons Beata 1 -? 1316 i 2.1 b 1302 ?? r on 1 5 ? 1 3 12 • v Lul FAP 136 'u+ Skinnersville , . . 6 1136 ? j 117 . / 5 1138 .8 ,3.9 _ r .5 .6 \ , 1193 5 1136 -_ - 1303 .2 - •2 P1 4 b e0 1 132 nt Grove 1137 .1 1139 FAP !D :' Beasley 64 0 ® .0 1133 ? 1 140 .5 v . i? •.2 1139 1132 I? 1133 A ScuPPefn' 7r 114 54a o8 u\ T N \ a ?a a Z 2 2 v 0 O O ? ? O V V vo ?U ?v S/1°JJ'JIE 163./7' ? u ?y, UU w ?w ?U S /1° 49'56"E h 1,047,47' e W 1/9./, O ////ppp m D0 o? m nU 0 \D o a ? t a -?I ,f i ?? I ?? .1cF I . Q ?7 rZl T+ , y 9.3 A e ?" 1d9. 1B a U/ o vp I b? ? i W u ?o tiI aQ I o v D w \ a ? ?` oQ w ?r ro ? vo w ? In ?V C .,a q H gv ro • a o 0a c e q b gym" U O N• a 4 a v o, hl a V N A a b O V u a W H v u F u Nc Grid w N4 p 6,3 \ a ?yy W V b nj a m ro o b O W ro E ? n N /3°16 J7 n ? z a '- RAYMOND T. SPRUILL PROPERTY 1e W 540. oa' 7/9. /' y 7®.76 y °ly q O o A ? q n ? ` ? 0 5 PC) • orb v ? m ; r ?; ?_ - SS ri D y'n ? '`::i ? 1? t b D ?, a 4 ?.. r` ? yB • ? ? 4`71 1 h=, Q 1 4 V V \ ?1 T ? h O C71 m f D b X11 O / / p? 1.,111 O =lna~ NJ S r gms WOW. t j?\ a r?y a r\ ?I '1:1 ? v O /? I o 4 v .1 y r (1 w° I I A 1''{ ? Z U 4 =h ? 0c) >? \w a a q tT ? 4 ? 4 D y p° 1?1 ? m q ? roD ? v ; q IN r?? O b VN p < ? ? w m ?,° ?' e \ \ m a' C 4 a O \ O ? D g' N C v ;yr?; v 4 id Q\\ r i. y ? Crid ?' Ip u+ ,a by ?'" \ = Col., ul W 4b a• r v ?----- O loll ? ? ?yaan 1 e \Da a C Q ?D ? 1 4 ? O q ? m n1 p yV, O? b W ? 1I \ ty? ro a ? Vq o'er G Nqb.? I S/P°JJ 77'E 76J./7' ? t4i1 ?s Ho b° i 4a'' ??Tr ?. ?i.•.'.f..:i'. M.".:. `alp N ? o N /3. 06' 4 qw ^ JOHN M. DOUGHTY PROPERTY -?mo-• W ?n?wo- w"'iv suaw?o•'??w? ? °p m ?= v 1 a O dy a r ? F y O r? _ 111 l l 1 CC d0 O F? O - --- Ri J. p U' N v. A ? rn G P -Z Tti 74 ? p. v- 1 1. N a 07. r r - w z u z ?, v z r - z - C N L r^?L F? C z Fem. W w VG ?w 047.47' N a -ter - 219. / it a 2M. 28' O o a rti >- r,3% Gw b? Ii a? y or N L A O mA a 41 (> am (A D V V ;: •a / / IC D ? D? D 1?1 ti b :A D \`•1 C CD O O O t7' v? a m a` V ti Iti r rav Z d C N v 00 7Q . 'A ma N W V \ o ?'Ma ?? A C r a a Z `' a N 0 ?00 r? ?b d ? y n?0 t,li o . ?il 17, y?0 r yz o? C7 or ?O d J- v-A . a 0 N ti Cb U N ti I N I ?Q zooro r ? ? ?yxzo n r ? I„C C ? _ z ? z , ? ? ? ? N'4p B3 V Oil ° I z Q P'te' ??r~ \D C 3 C ?-3 ''r _ ZZ ooc -Z z \ CD C va " pv w ` ? ? Zrb oil N." a I •. I O y?0°L4 ?a -Ily -? •? n N !3°26 ?° ` N ca 159.36 \ p ` o n .91-9-95, 0= Ilk o? w _ W A %A a °= A JOHN M. DOUGHTY PROPERTY oooo?ooooo0000 _ _....????••???-- - ppppco? i. . n , . t . t u IT O\ O\ O? O, Q\ 0, -4 v J -.l -l v -4 J.. 0^ 00 W ' OWO ?. OtsD Q\. V Qp t? z I 1 1 !r' ion. I I I I ? ?I ? II ,, TYPICAL CROSS SECTION OF GROIN U DRAWN BY JOHN M. DOUGHTY JULY 15, 1998 W -per u! ..3 o "1 11 r Noce Al! !,'e7, r is v1,11 be 7'r,c.4 A7- A ?e -f rM?ioN `-Alo, a4 z.s PcF rA CCA 411 44WIS W-il 16 - apd j/ 1,V,9A/iZfid CAI The Wpfj AV(7 A /7/Nip CO ON 7X„ s? f AT Alf it hT END VIEW OF GROIN DRAWN BY JOHN M. DOUGHTY JULY 15, 1998 5,Ati1614 mPq_I Summerby John M. & Janet H. Doughty 3617 Wedgewood Dr. Now Bern, NL 28662 465ft. fill flow 18" rule. 10' shoulder 10' stone 10' shoulder r finished elev. -•6.2' fabric 1if vuide Apporpriate Fill ., . Yti11ty and lower Bsemb.; One section aluminum culvert 50 ft long Base 40 ft. wide Cross Section of Access Rd. That Crosses Wetland from Stations 82 to 8. Distance Across Wetland -150 ft.--Width of Fill Section -- 40 ft. Approtlimate Cu. Yds. of Fill Required -4,190 (includes approches) wetla base 1.7' Rip Rap -A. REPLY TO ATTENTION OF Regulatory Division Action ID No. 199812011 AUG 2 61998 _v 77 Mr. John Dorney Division of Environmental Management North Carolina Department of Environment, Health, and Natural Resources 4401 Reedy Creek Road Raleigh, North Carolina 27607 Dear Mr. Dorney: Please reference the application of Raymond T. Spruill (Summerby Subdivision) for Department of the Army (DA) authorization and a State Water Quality Certification to place fill material within wetlands and construct an access road, on property located off State Road 1136, adjacent to the Albemarle Sound, near Roper, in Washington County, North Carolina. Your receipt of this letter verifies your acceptance of a valid request for certification in accordance with Section 325.2(b)(ii) of our administrative regulations. We are considering authorizing the proposed activity pursuant to Section 404 of the Clean Water Act, and we have determined that a water quality certification is required under the provisions of Section 401 of the same law. A Department of the Army permit will not be granted until the certification has been obtained or waived. In accordance with our administrative regulations, in most cases, 60 days after receipt of a request for certification is a reasonable time for State action. Therefore, if you have not acted on the request, or asked for an extension of time, by October 19, 1998, the District Engineer will deem that waiver has occurred. DEPARTMENT OF THE ARMY cov)"' WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402-1890 August 17, 1998 -A -2- Questions or comments may be addressed to Mr. Raleigh Bland, Washington Regulatory Field Office, Regulatory Division, telephone (252) 975-1616, extension 23. Sincerely, ?X"- OVA Raleigh Bland, P.W.S. Regulatory Project Manager Copies Furnished: Mr. John Parker Division of Coastal Management North Carolina Department of Environment, Health and Natural Resources Post Office Box 27687 Raleigh, North Carolina 27611-7687