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HomeMy WebLinkAbout20011277 Ver 1_COMPLETE FILE_20010822W A T? Michael F. Easley, Governor `O?? 9QG William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources co r Gregory J. Thorpe, Ph.D. { Acting Director .? Division of Water Quality October 22, 2001 CERTIFIED MAIL: 7001 1940 0003 9291 6310 RETURN RECEIPT REQUESTED Sea Oats Village, Inc. Mr. Carlisle Neithold 610 Callaway White Lane Winchester, KY 40391 SUBJECT: Approval of 401 Water Quality and Additional Conditions Emerald Dunes Village DWQ Project # 011277 Onslow County Dear Mr. Neithold: You have our approval, in accordance with the attached conditions (WQC # 3301) to conduct the following activity at your property located at Emerald Dunes Village off NC State Road 1568 in Onslow County. This approval allows you to: 1) Relocate the 12" water main and a 10" sewer main to the NCSR 1568 side of the property; 2) Cross the remaining wetland area located on lot 5. This approval is only valid for the purpose and design that you described in your CAMA application dated August 17, 2001 received by the Division of Water Quality (DWQ). After reviewing your application, we have determined that General Water Quality Certification Number 3301 covers this activity. This Certification allows you to use your CAMA Permit when the NC Division of Coastal Management issues it. Please keep in mind that there may be additional Federal, State or Local regulations applicable to your project, such as (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations and Coastal Stormwater. In addition, this approval will expire when the accompanying 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 CAMA application dated August 17, 2001. If you change or modify your project, you must notify the Division (DWQ) in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the 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 and the additional condition listed below. 1). Once the pipes are in place, the wetland area in lot 5 must be restored to its original grade. The disturbed area needs to be provided with vegetative cover. 2). The attached Certificate of Completion (COC) must be submitted to the Division upon final construction of the site. A Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone (910) 395-3900 FAX (910) 350-2004 An Equal Opportunity Affirmative Action Employer Page Two Mr. Carlisle Neithold October 22, 2001 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 conforming to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the DWQ Permit # 011277 under Section 401 of the Clean Water Act. If you have any questions, please telephone Joanne Steenhuis or Rick Shiver at 910-395-3900. Sincerely, .3 V'60 y, Gregory J. Thorpe, Ph.D. `?"?" Acting Director, Division of Water Quality Attachment: GC # 3301,000 4 y.c.R9 { ? ?. •i itii t' CAMA PERMIT 401 WATER QUALITY CERTIFICATION AND WRITTEN DIVISION OF WATER QUALITY CONCURRENCE FOR SPECIFIED BOAT RAMPS, BULKHEADS, SHADING, PIERS, MAINTENANCE DREDGING, UTILITY LINES AND UPLAND DEVELOPMENT GENERAL 401 WATER QUALITY CERTIFICATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS GENERAL PERMIT NUMBER 198000291 (ISSUED TO THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT) AND NEUSE/TAR-PAMLICO BUFFER RULES This General Certification and written concurrence is issued in conformity with . requirement of Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality Regulations in 15 NCAC 2H, Section .0500 and 15 NCAC 2B .0200 for the discharge of fill material as described in General Permit 198000291 and for the Neuse and Tar-Pamlico Buffer Rules (15A NCAC 2B .0233 and .0259). This Water Quality Certification (WQC) is rescinded when the Corps of Engineers re-authorizes Regional General Permit 0291 or when deemed appropriate by the Director of the Division of Water Quality (DWQ). The State of North Carolina certifies that the specified category of activity will not violate applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217 if conducted in accordance with conditions hereinafter set forth. Conditions of Certification: Activities covered by this General Certification do not require written concurrence from the Division of Water Quality as long as they comply with all conditions of this General Certification, the CAMA Permit and General Permit 198000291. If any condition in this Certification cannot be met, then the applicant is required to submit an application and receive written concurrence from DWQ prior to beginning work; 2. The following activities do not require written concurrence and do not require payment of the 401 Water Quality Certification fee - • Boat Ramps and associated access (i.e., roads and parking lots) that involve the excavation or filling of less than 500 square feet of wetland and open water area, with the exception that the excavation or filling of coastal wetlands may not exceed 100 square feet and except when associated with new marinas, subdivisions and commercial development); • Shoreline protection measures that tie into existing bulkheads, land or other shoreline protection measures or do not extend waterward of the water line more than 10 feet, provided that the activity will not involve the excavation or filling of any SAV or shellfish resources and impacts less than 500 square feet of vegetated wetlands or less than 100 square feet of coastal wetlands; • Piers and docks designed to accommodate fewer than 10 vessels and the water depth is greater than three feet; • Maintenance dredging of less than 0.5 acres of water or non-vegetated wetlands provided that the applicant can provide written documentation showing the historic dimensions of the dredged channel, and no Submerged Aquatic Vegetation or shellfish beds are excavated or filled; Projects that only involve shading of waters or wetlands; Utility lines, except wastewater lines and potable water discharge lines which are subject to an NPDES Permit, as Iona as wetland or water impacts are temporary; Upland development which involves no more than 1/10 of an acre of excavation or filling of non-coastal wetlands, with the exception that no more than 2,000 square feet of the non-coastal excavation or filling may take place within an Area of Environmental Concern. For the purposes of this area calculation, the excavation or filling impacts of boat ramps, bulkheads or other shoreline stabilization measures must be considered. The applicant must comply with all applicable coastal stormwater rules; Single family home construction that results in fill of 404 wetlands as long as written concurrence is not required from DWQ for the applicable Corps of Engineers Nationwide Permit. 3. Activities authorized by Coastal Area Management Act (CAMA) General permits do not require written concurrence from the Division of Water Quality as long as they comply with all other conditions of this General Certification; 4. In accordance with North Carolina General Statute Section 143-215.3 D(e), any request for written concurrence for a 401 Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit, one payment to both agencies shall be submitted and will be the higher of the two fees. The fee shall be collected and distributed between the two agencies by the Division of Coastal Management; 5. This certification does not eliminate the need to obtain any additional permits, approvals or authorizations that may be required. Specifically, the permitee shall contact the North Carolina Division of Water Quality to determine consistency with the Neuse or Tar-Pamlico Buffer Rules (15A NCAC 2B .0233 and 15A NCAC 2B .0259). New development activities located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the Neuse and Tar-Pamlico River Basins shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 2B .0233 and 15A NCAC 2B .0259. All new development shall be located, designed, constructed, and maintained to have minimal disturbance to protect water quality to the maximum extent practicable through the use bf best management practices. Activities listed as "exempt" from these rules do not need to apply for written concurrence under this Certification; 6. Appropriate sediment and erosion control practices that equal or exceed those outlined in the most recent edition of the "North Carolina Sediment and _ Erosion Control Planning and Design Manual" or the "North Carolina Surface Mining Manual" (available from the Division of Land Resources in the DENR Regional or Central Offices) shall be utilized to prevent exceedances of the appropriate turbidity water quality standard (50 NTU's in freshwater streams and rivers; 25 NTU's in all saltwater classes, and all lakes and reservoirs); 7. All sediment and erosion control measures placed in wetlands or waters shall be removed and the natural Grade restored after the Division of Land Resources has released the project; ?s- 8. If an environmental document is required, this Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse; 9. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the state until the concrete has hardened; 10. This General Certification is not applicable to a project where the Director of the Division of Water Quality or the Director of the Division of Coastal Management have determined, based on an initial review of the application, that written concurrence is needed because of concerns related to water quality or aquatic life. 11. Additional site-specific conditions may be added to projects which have applied for CAMA major permits which are proposed under this Certification in order to ensure compliance with all applicable water quality and effluent standards; 12. If written concurrence is required for this activity, DWQ shall be sent a written notification within 30 days of completion of the wetland or stream .? impact or upon expiration of the 404 Permit or 401 Certification. Such notification shall be sent to the Central Office of the Division of Water Quality on the form provided with the Certification, shall be accompanied by a map depicting the work completed, and shall be signed by the land owner or other responsible party. Non-compliance with or violation of the conditions herein set forth by a specific fill project shall result in revocation of this Certification for the project and may result in criminal and/or civil penalties. The Director of the North Carolina Division of Water Quality may require submission of a formal application for individual certification for any project in this category of activity, if it is determined that the project is likely to have a significant adverse effect upon water quality or degrade the waters so that existing uses of the wetland or downstream waters are precluded. Public hearings may be held for specific applications- or group of applications prior to a Certification decision if deemed in the public's best interest by the Director of the North Carolina Division of Water Quality. Effective date: 1 December 2000 By Ken T. Stevens ` Director WQC# 3301 7?R Michael F. Easley, Governor Q William G. Ross Jr., Secretary G North Carolina Department of Environment and Natural Resources y Gregory J. Thorpe, Ph.D. Acting Director bomb Division of Water Quality October 22, 2001 CERTIFIED MAIL: 70011940 0003 92916310 RETURN RECEIPT REQUESTED Sea Oats Village, Inc. Mr. Carlisle Neithold 610 Callaway White Lane Winchester, KY 40391 SUBJECT: 6f 401 Water Quality and Additional Conditions Emerald Dunes Village D W Q Project #1,1:277: g Onslow County Dear Mr. Neithold: You have our approval, in accordance with the attached conditions (WQC # 3301) to conduct the following activity at your property located at Emerald Dunes Village off NC State Road 1568 in Onslow County. This approval allows you to: 1) Relocate the 12" water main and a 10" sewer main to the NCSR 1568 side of the property; 2) Cross the remaining wetland area located on lot 5. This approval is only valid for the purpose and design that you described in your CAMA application dated August 17, 2001 received by the Division of Water Quality (DWQ). After reviewing your application, we have determined that General Water Quality Certification Number 3301 covers this activity. This Certification allows you to use your CAMA Permit when the NC Division of Coastal Management issues it. Please keep in mind that there may be additional Federal, State or Local regulations applicable to your project, such as (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations and Coastal Stormwater. In addition, this approval will expire when the accompanying 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 CAMA application dated August 17, 2001. If you change or modify your project, you must notify the Division (DWQ) in writing and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of the 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 21-1.0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and the additional condition listed below. 1). Once the pipes are in place, the wetland area in lot 5 must be restored to its original grade. The disturbed area needs to be provided with vegetative cover. 2). The attached Certificate of Completion (COC) must be submitted to the Division upon final construction of the site. 6 Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone (910) 395-3900 FAX (910) 350-2004 An Equal Opportunity Affirmative Action Employer Page Two Mr. Carlisle Neithold October 22, 2001 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 conforming to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the DWQ Permit # 011277 under Section 401 of the Clean Water Act. If you have any questions, please telephone Joanne Steenhuis or Rick Shiver at 910-395-3900. Sincerely, Gregory J. Thorpe, Ph.D. Acting Director, Division of Water Quality Attachment: GC # 3301,000 cc: Corps of Engineers Wilmington - Henry Wicker WiRO- Joanne Steenhuis 401/Wetland Unit, Central Office - Cyndi Karoly CAMA - Jim Gregson CAMA Raleigh - Doug Huggett Gordon R. McAdams, P.E. Central Files O N d- O U O O COO U ?O a 0 0 0 0 0 A ?, 0 A ? o 0 0 0 0 A A 1.4 r-4 \ N 0 N N 00 0 O 0 0 000 000 U U o 0 0 Pal Gq Al A o , as f O O O O 1 O as a 64 H t b x? Q 1-4 o A " o a ?-d 3 o ? 0 o ° ,? ? 4-4 ° o -? U _aa ? U U 00 coo ON a N N N N N e-1 A o 0 0 0 0 ° o 0 0 > U u A a O State of North Carolina Department of Environment and Natural Resources rWilmington Regional Office Division of Coastal Management Michael F. Easley, Governor William G. Ross Jr., Secretary Donna D. Moffitt, Director August 17, 2001 MEMORANDUM: TO: Mr. John R. Dorney, NCDENR Division of Water Quality 4401 Reedy Creek Road Raleigh, NC 27611-7687 FROM: Doug Huggett Major Permits Processing Coordinator 1 • a NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES 011277 SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: Sea Oats Village, Inc. Project Location: Emerald Dunes Village, NCSR 1568, adjacent to the Atlantic Ocean, North Topsail Beach, Onslow County Proposed Project: Relocate existing water and sewer lines in an existing 10 lot residential subdivision Please indicate below your agency's position or viewpoint on the proposed project and return this form by September 7, 2001. If you have any questions regarding the proposed project, please contact Jim Gregson at 395-3900. When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED DATE 127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone 910-395-3900 FAX 910-350-2004 DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Sea Oats Village, Inc. (Emerald Dunes Village) 2. LOCATION OF PROJECT SITE: Emerald Dunes Village, NCSR 1568, adjacent to the Atlantic Ocean, North Topsail Beach, Onslow County Photo Index - 2000: 28-387 S15-17 1995: 28-374 U12-14 1989: 167-11 R10-12 State Plane Coordinates - X: 2481243 Y: 277158 Rover File: S081415A 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 08/14/01 Was Applicant Present - No ()11277 5. PROCESSING PROCEDURE: Application Received - 08/16/01 Office - Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan - North Topsail Beach Land Classification From LUP - Limited Transition (B) AEC(s) Involved: OH (C) Water Dependent: No (D) Intended Use: Private (E) Wastewater Treatment: Existing - Gravity sewer connection to North Topsail Utilities Planned - Relocate existing lines (F) Type of Structures: Existing - Concrete drives Planned -`Relocate existing water and sewer lines (G) Estimated Annual Rate of Erosion: 2 ft. /yr. Source - LAASCR 7. HABITAT DESCRIPTION: [AREA] DREDCFD PH I FT) nT"PR (A) Vegetated Wetlands 195 sq. ft. 195 sq. ft. (B) Non=Vegetated Wetlands (open water (C) Other 0.25 acres L high ground disturbance disturbed (D) Total Area Disturbed: 0.25 acres (E) Primary Nursery Area: No (F) Water Classification: SB Open: N/A 8. PROJECT SUMMARY, The applicant proposes to relocate existing water and sewer lines in an existing 10 lot residential subdivision. r A Sea Oats Village, Inc. (Emerald Dunes Village) 3Oage Two 9. PROJECT DESCRIPTION: Emerald Dunes Village is an existing 10 lot residential subdivision located on the ocean side of NCSR 1568, approximately 1.5 miles north of the intersection of NC Highway 210 and NCSR 1568, within the Town of North Topsail Beach, in Onslow County. CAMA Major Permit No. 6-95 was issued to Sea Oats Village, Inc. on January 19, 1995, for the development of the proposed Emerald Dunes Village, which included the construction of two private roads and utilities to serve the 10 lot subdivision. Permit No. 6-95 expired on December 31, 1998. At the time of the 1995 CAMA Major Permit application, a Section 404 Wetland area extended into the property from under the NCSR 1568 Bridge at lots 4 and 5 and at lots 9 and 10. At lots 4 and 5 this wetland area extended into the property approximately 90' from the Highway Right- of-Way. Since Hurricanes Fran, Bertha and Floyd, several major changes to the property have occurred. The wetland area at lots 9 and 10 has been completely filled with overwash sand. The wetland area at lots 4 and 5 has been filled with overwash sand except for a small area on lot 5. This wetland area was re-delineated by the U.S. Army Corps of Engineers on 01/25/01. The portion of this wetland area extending onto the applicant's property now measures approximately 17' X 17'. This wetland area is vegetated primarily with Salt Meadow Grass (Spartina patens), Pennywort (Hydrocotyle bonariensis), and Bitter panicum (Panicum amarum). Also since the recent hurricanes, the first line of stable, natural vegetation has moved as far landward as 145. The majority of the property appears to have lost approximately 100' of vegetation since 1995. Additionally, the long term annual erosion rate for this area of North Topsail Beach has decreased from 3 feet per year to 2 feet per year, and consequently the small structure setback has decreased from 90' to 60'. The first line of stable natural vegetation was marked by DCM staff on 09/14/00, has been surveyed by the applicant's consultant, and is included on the enclosed site plan. The applicant states that when the original utility lines were installed in this area they were located around the wetland area on lots 4 and 5. The shoreline recession in this area has created a situation whereby the existing utilities are now located within the building envelope for-lots 4,5 and 6 and also partially within the current small structure setback area. -A house is currently under construction on lot 5, which is landward of the existing utility lines. The property is zoned R-5 by the Town of North Topsail Beach and is classified as Limited Transition by the Land Use Plan. The waters of the Atlantic Ocean are classified SB by the Division of Water Quality. The applicant is proposing to relocate the existing 12" water main and 10" -sewer force main to the NCSR 1568 side of the property. Approximately 255 linear feet of the 10" sewer force main and approximately 230 linear feet of the 12" water main would be moved. The water main would be relocated within the NC DOT right-of-way and the sewer main would be relocated within a new drainage, utility and access easement. The new lines would cross the remainder of the wetland area located on lot 5 and would be installed using standard backhoe trench excavation. The portions of the existing lines to be relocated would be abandoned in place. All work would be conducted landward of the small structure setback (60' landward from the first line of stable, natural vegetation). The purpose of the project is to remove the existing utility lines from the building areas of lots 4, 5 and 6 and to place the lines in a potentially less hazardous location. Sea Oats Village, Inc. (Emerald Dunes Village) - Page Three V. 10. ANTICIPATED D"ACTS The relocation of the utility lines would result in the excavation and backfill of two trenches in 404 Wetlands totaling approximately 195 sq. ft. An additional highground disturbance of approximately 0.25 acres can be expected for the remaining trenching on highground and ground disturbance from heavy equipment. Submitted by: Jim Gregson Date: August 16, 2001 Office: Wilmington PROJECT NARRATIVE WATER AND SEWAGE FORCE MAIN RELOCATION FOR EMERALD DUNES VILLAGE NORTH TOPSAIL BEACH ONSLOW COUNTY Emerald Dunes Village is an existing 10 lot residential subdivision located just West of the Villa Capriani Resort on the ocean side of NCSR 1568 in North Topsail Beach within Onslow County. The subdivision was developed under CAMA Permit No. 6-95 issued on 1/19/95. Prior to the hurricanes of 1996 there was a wetland area which extended from the bridge toward the ocean in the area of lots 4, 5, and 6. This wetlands was filled with sand during the hurricanes. The wetlands were resurveyed on September 20, 2000 and the resulting delineation is outlined on the plan. When the utility companies originally installed the water and sewage force main in this area there were routed to the ocean side of the wetland area. This project will relocate approximately 255 L.F. 10 inch diameter sewage force main and 230 L.F. 12 inch diameter water main toward NCSR 1568. This relocation will remove the subject utilities from within the building envelope on lots 4, 5, and 6 of the subdivision and also remove them from within the 60' CAMA setback. The water main will be relocated to a point within the NCDOT right-of-way. An encroachment agreement is being submitted for their approval. The sewage force main will be located in an existing variable width drainage, utility, and access easement. Permits are being sought from NCDENR for both the water and sewage force main relocation. Land disturbance for this work will be around 1/4 acre. No impervious surfaces are being added to the subdivision as a result. c3 :mrydocs\grm\emeralddunes.nar R JUL 16 2001 OIVISIO? J _ar COASTAL M,,?:z .,EMENT Form DCM-MP-1 El APPLICATION JUL f1 06 2001 (To be completed by all applicants) DIVISION OF COASTAL MANAGE b. City, town, community or landmark North Topsail Beach 1. APPLICANT c. Street address or secondary road number a. Landowner: Name Sea Oats Village, Inc. Address 610 Callaway White Lane City Winchester State KY Zip 40391 Day Phone 606-745-4986 Fax b. Authorized Agent: NCSR 1568 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) Atlantic ocean 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT Name Gordon R. McAdams. P.E. Address P.O. Box 976 City Jacksonville State NC Zip 28541 Day Phone 91 0-455-241 4 Fax 910-455-3441 C. Project name (if any) Water and Sewage .Force Main Relocation -Emerald Dunes Village NOTE: Permit will be issued in name of landowner(s), and/or project name. 2. LOCATION OF PROPOSED PROJECT a. County _ Onslow a. List all development activities you. propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/or filling activities. Relocation of existing water main and sewage force main 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 rand daily operations of proposed project. If more space is needed, please attach additional pages. Using conventional Utility construction methods (I.E. Backhoe Trench Excavation), relocate water and sewage force main. Revised 03/95 i t I i ? Form DCM-MP-1 l JUL t e 2001 DIVISION OF COASTAL NIANAGEI\?iENT site. Include highway or secondary road (SR) numbers, landmarks, and the like. 6. CERTIFICATION AND PERMISSION • A Stormwater Certification, if one is necessary TO ENTER ON LAND • 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 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. Name _James R. & Barbara C. Edwards Address 102 Cedar Glen Dr., New Hoge, PA 18938 Phone Name Island Development Group, LLC Address 147 Walden Ct., Danville, VA 24541 Phone (804) 792-4000 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. * See Below • 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. 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 of ?'-Y 200 Print Name Gordon R. McAdams, P. E_ Signature Landowner or Authorized Agent Please indicate attachments pertaining to your -proposed project. DCM MP-2 Excavation and Fill Information DCM MP-3 Upland Development DCM MP-4 Structures Information DCM MP-5 Bridges and Culverts DCM MP-6 Marina Development NOTE: Please sign and date each attachment in the space provided at the bottom of each form. Water- Permit No. 95-08749, dated 2/7/95 Sewer - Permit No. WQ0010155, issued 12/5/94 CAMA - Permit No. 6-95, issued 1/19/95 Stormwater - Permit No. 941010, issued 1/9/95 Revised 03195 Form DCM-MP-2 (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 EAsting Project Length Width Depth Denth .Access channel (MLW) or (NWL) Canal Boat basin Boat ramp Rock groin Rock breakwater * Other (Excluding shoreline stabilization) 255' 6' N/A N/A AUG 1 5 2001 DIVISION OF COASTAL MANAGEMENT 1. EXCAVATION a. Amount of material to be excavated from below MHW or NWL in cubic yards 0 b. Type of material to be excavated Sand c. Does the area to be excavated include coastal wetlands (marsh), submerged aquatic vegetation (SAVs) or other wetlands? X Yes No d. Highground excavation in cubic yards 200 C . Y . ± 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area will backfill trench with excavated materials b. Dimensions of disposal area 6' x 255' 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? Yes No If yes, where? N/A * Installation of underground water main and sewage force mains Form 13CM-1VLP-2 e. Does the disposal area include any coastal wetlands (marsh), SAVs or other wetlands? X Yes No f. Does the disposal include any area in the water? Yes X' No AUG 15 2001 DIVISION OF If Yes, COASTAL MANAGEMENT (1) Amount of material to be placed in the water (2) Dimensions of fill area . (3) Purpose of fill 3. SHORELINE STABILIZATION N/ A a. Type of shoreline stabilization Bulkhead Riprap b. Length c. Average distance waterward of MHW or NWL d. Maximum distance waterward of MHW or NWL e. Shoreline erosion during preceding 12 months (Source of infonwdon) f. Type of bulkhead or riprap material g. Amount of fill in cubic yards to be placed below water level (1) Riprap (2) Bulkhead backfill h. Type of fill material i. Source of fill material 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material be brought to site? Yes x 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 3 ' x 6 5 ' (2) Purpose of fill Excavation anti backfill with excavated materii to lay underground water.idain and sewage force main. 5. GENERAL. a. How will excavated or fill material be kept on site and erosion controlled? Silt Fence b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? Backhoe c. Will wetlands be zr3ssed in transporting equipment to project site? Yes X No If yes, explain steps that will be taken to lessen environmental impacts. Gordon R. McAdams. P.E. XGk?i€rXa?>e;rsH?b#rl? . Agent Signature s /i3 /c! Date Revised 03/95 Form DCM-MP-3 UPLAND. DEVELOPMENT ECE'"'NE AUG 15 2001 DIVISION OF COASTAL MANAGEMEN' (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 N/A b. Number of lots or parcels N/A c. Density (give the number of residential units and the units per acre) N/A d. Size of area to be graded, filled or disturbed including roads, ditches, etc. 255 ft. long x 6 ft wide 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 .30 days before land disturbing activity begins. If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? Yes No If yes, date submitted N/A f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for paved surfaces. N/A 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. 0 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? es X No if yes, date submitted i. Describe proposed method of sewage disposal. North Topsail Utilities j. Have the facilities described in Item i. _ above received state or local approval? Approval (Anach appropriate documentation) Pending k. Describe location and type of proposed discharges to waters of the state (for example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential discharges). N/A 1. Describe proposed drinking water supply source (e.g. well, community, public system, etc.) Onslow County m. Will water be impounded? If yes, how many acres? _ n. If the project is a oceanfront development, when was the lot(s) platted and recorded? June 30, 1995 Gordon R. McAdams, P.E. S ?4X> X1 X Agent Sipatur BlI? ?I Date Yes X No NOTE: ALL BLOCKING TO BE 2500 LB. CONCRETE. TYPICAL BLOCKING DETAILS C0 EXISTING 12 --�►� WATER MAIN EXISTING G" G.V. EXI5TI NG G'L- WATER MAIN I I r� NEW 12" - 450 BEND NEW 12" G.V. WITH RESTRAINED JOINTS NEW 12"xG" TEE NEW 12" WATER MAIN NEW G" 90° BEND\ ENLARGED VIEW OF WATER MAIN TIE-IN AT WEST END NOT -TO -SCALE NnTF Al I MATFFIAI FOF Pf (_(_iNNF(-11ON OI t," WA ILK MAIN :jIIALL ISL UUuIILL IKVN. EW G" G.V. EXISTING 12" WATER TO BE ABANDONED R/W_ _ — _ _ — — - — N.C.S_R.1568 - 60' R/W — 1 1211 WATER , 1 I . WATER LINE AT BRIDGE SCALE: I "= 10' ,•,I AND M Vt I_(*Mf NR 1568 N -C -S- P P-5 ZONF 60' /OF�� tgGE OF I ' WETLANDS LINE 5UKVEYED 9/20/00 - 'X15T!NG ! 2" WAI1P ` /GUARDRAIL / 12" 45° 5END 1.5 MILE5 TO ��� --! N.C. t1WY. 210 k E C'r OF PAvrN4fNT - — -- I - �NEW . EXISTING O" FORCE MAIN BRIDGE __ GUARDitAIL FPnQ - - - FOR WATER NEW 12" WAT R - Lo�L �t 1A�EMEN1 —_ , - 5T END) . 15'± _ �� I OWN. / EXIST, 5 5 M.t1. _ - - 10"' TAP C TO,- 6.2 --- 4'r w E!5 ( INV 2.2 I O' MIN % f / ' PLUG 4 BLOCK I / R/W eGv I_ a END EY15T. i , , �5T 5.5.M.t1. I 12' t P �, DRIVE.. .. TOP G.O X EX15T. L . END EX15T. `. NEW 10" L E - - - (j INV. 0.7 / I 10' Lr - / A6` ACCE55 DRIVE / Via% I EASEMENT h I FORCE MAIN FRIV I E DRtVF - .. - - 8" SEWER VJ ' _ _ CENTERED 4' -- = _ - n IN DRIVE - 30 Iv1 L5 L — _ _ _ _ - 10 / EXIST 12" WATER M NI FGV WITp_16PP1yCa-9L 5 GO° ! i 5" W -384.7 I' \— - � _�TO BE ABANDONED IN5TALL 40 LF. D.I. I I --- 10" PLUG 4 BLOCK — jX -� S.F.M. FROM TAP r5.a — / � yh 3 �� IN PLACE TO 10' MIN. BEYOND EXIST. 2" WATER EXIST. 10" FORCE MAIN _xI , EXIST. 6" WATER WATER MAIN TO REMAIN TO BE ABANDONED I NEW EA5EMENT EX15T. 1 2" WATER MAIN TO REMAIN TO BE ABANDONED / IN PLACE 5EA DUNE; URA;NA„F, VILLA(E JTIL,T $ LINE IN PLACE i 16 / ACCC`)” EXI51_ M 13 29. Pi c L \SEMENI Al ay ? / 5 ACCE55 ' / M.B. 30. PG i27 VARIABLE EA5EIVENT FOR t �� R_ 20 ZCiNI WIDlt1`� EXIST. ti � LOT 5F5NA'. Al 3 vARIA�3LL _' CD WIDI ri - � P� ::>� ,��r57 L — 7 C� I F C; h1 _A F ,_INL KLV. 07/2G/O 1 -K.HW-REV. PER DOT COMMENTS 0 w — — — u v I F' AMEN P. S JAMLS R. aCD 3AP3ARA C FDWARD')BARE3ARA C EDWARDS —i . . . . . . . . . . . . . . . . . . . . . ..... I I FIRST LINE woo OF VEGETATION 9-14-00 NOTE: LOTS 3-10 OF EMERALD DUNES VILLAGE REMAIN UNDER OWNERSHIP Of SEA OATS VILLAGE, INC. SHEET 1 OF 1 \ Wetlandzs Line n \urveyed 9/20/00 s ro \ O \ FIELD BOOK: VILLA CAPKIANNI `,ITE #2, PG. 57 4 59 D15K NAME: ACAD 590 FILENAME: EDV W45FM.DWG JJ5 JOB NO.: 500591 1-2896 GUARDRAIL .t N.C. HWY 172 INTRACOA5TAL WATERWAY EMER, ,,LD DUNES r—V L LAGS 1.5 MILES N.C.S.R. i 5681 _SEA DUNE5_ _ VIL;_A _ VILLAGE CAPI ..IANI I VICINITY SKETCH NOT -TO -SCALE O i N �JOTE5: 1 . POTABLE WATER SUPPLY TO BE COUNTY OF ON5LOW. ?. SEWAGE TREATMENT TO BE NORTH TOPSAIL UTILITIES. .3. LOCATION OF EXISTING WATER MAINS AND SEWAGE FORCE MAIN ARE APPROXIMATE ONLY AND SHALL BE FIELD VERIFIED PRIOR TO COMMENCING WORK. ANY DISCREPANCIES SHOULD IMMEDIATELY BE POINTED OUT TO THE CERTIFYING ENGINEER, ON51LOW COUNTY WATER DEPARTMENT AND NTW*5. 4. AS OF JANUARY 1, 198G, ANYONE DIGGING WITH MECHANIZED EQUIPMENT IN HIGHWAY RIGHT-OF-WAY, PRIVATE UTILITY EASEMENTS, OR PUBLIC SPACES 'MILL BE REQUIRED BY NORTH CAROLINA LAW TO GIVE NOTICE OF THE PROPOSED If CAVATION TO ALL THE EX151TING AREA UTILITIES AT LEAST 2 WORKING DAYS BEFORE STARTING TO DIG. THE UTILITY OWNER 15 TO LOCATE ITS FACILITIES IN THE. AREA OF THE PROPOSED EXCAVATION. UTILITY MEMBERS OF ULOCO CAN E CONTACTED AT I -800-G32-4949. ALL WATER MAINS AND SEWAGE FORCE MAINS TO BE P.V.C. A5TM D-224 1. ASTM D-1 784, ASTM D- 18G9, 200 P.S.I. PRESSURE RATING. EXCEPT DUCTILE IRON WHER NOTED. WATER MAINS SHALL BE BURIED TO A DEPTH OF 30-INCHE5 UNLESS OTHE MISE NOT ED. WATER LINES SHALL BE AT LEAST 18 INCHES ABOVE OR 10 FEET HORIZON NLLY FROM SEWER MAIN5 AND SEWAGE FORCE MAIN, OR BE OF FERROUS MATE: -JAL. 6. CONTRACTOR SHALL NOTIFY THE CERTIFYING ENGINEER, ON5LOW COUNTY vVATEK DEPARTMENT AND NORTH TOPSAIL UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING ANY WORK, INSPECTIONS, SAMPLING AND PRESSURE TESTS 9. CHLORINATION AND PRESSURE TE5T5 REQUIRED IN THE PRESENCE OF THE CERTIFYING ENGINEER AND THE ON5LOW COUNTY WATER DEPARTMENT. i 0. CONTRACTOR SHALL FURNISH NEGATIVE BACTERIAL ANALY515 RESULTS ANI:) 24 HOUR CHLORINE RESIDUAL RESULTS TO THE CERTIFYING ENGINEER FOR FINAL ACCEPTANCE. I 1. CONTRACTOR SHALL MAINTAIN COMPREHENSIVE (DEPTH AND HORIZONTAL i OCATION5) FIELD "A5-BUILT5" FOR ALL INSTALLATIONS AND SUBMIT THEM TO THE CERTIFYING ENGINEER, THE ON5LOW COUNTY WATER DEPARTMENT AND NORTH TOPSAIL UTILITIES. 2. ALL CONSTRUCTION WITHIN D -O -T RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE NCDOT REQUIREMENTS. D -O -T- OFFICIAL5 SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCING WORK WITHIN THE RIGHT-OF-WAY. 13. ALL WATER INSTALLATION MATERIALS AND PRACTICES SHALL MEET THE COUNTY OF ON51LOW SPECIFICATIONS. 4. ALL DISTURBED AREAS TO BE SEEDED OR STABILIZED WITHIN 15 DAYS OF COMPLETION OF WORK. 15. ALL SYSTEM SHUT DOWN5 SHALL BE COORDINATED WITH THE RESPECTIVE UTILITIES. Fj C 7, H V E AUG 15 2001 DIVISION OF COASTAL MANAGEMENT PRINTED E - r3 -o t af:S - PARKER & ASSOCIATES INC CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS P O. BOX 978 JACKSONVILLE NC 28541-0978 WATER AND SEWAGE FORCE MAIN RELOCATION EMERALD DUNES VILLAGE STUMP SOUND TWP., ON5LOW CO., NORTH CAROLINA OWNER/DEVELOPER: SEA OATS VILLAGE, INC. G 10 CALLAWAY WHITE LANE WINCHESTER, KENTUCKY 40391 (GOG) 745-4986 DATE: 07/09/01 GRAPHIC SCALE: 1 "=30' 0 10 20 30 GC- 90 SCALE: I "=30' FEET Parker & Associates, Inc. p;Ut Horiz� Consulting Engineers - Land Surveyors - Land Planners P.O. Boz 976 - 906 New Bridge Street Jacksonville, North Carolina 28541-0976 r� Phone (910) 455-2414 - Fax (910) 455-3441