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20031410 Ver 1_COMPLETE FILE_20031107
U,TF f 03-1410 'UT Regulatory Division Action ID No. 200301254 Mr. Derrick Smith DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS PO BOX 1890 WILMINGTON NC 28402.1890 December 8, 2005 Greenville Timberline, LLC Suite E, East Arlington Boulevard Greenville, North Carolina 27858 Dear Mr. Smith: DEC 9 2005 DENR - WATER -Y WETIAN SA110" ,' IMA ERIBRANCH This letter serves to confirm the November 30, 2005 follow-up inspection by Mr. Mickey Sugg of my staff, regarding your non-compliance of our December 18, 2003 issued Nationwide Permit No. 14 for the construction of the main access into the Merrimon Bay Development near the terminus of SR 1321 (4-H Camp Road), adjacent to the Neuse River, in Merrimon Community, Carteret County, North Carolina. Accompanying Mr. Sugg in the inspection was Ms. Noelle Lutheran of North Carolina Division of Water Quality (DWQ). Please reference our October 5, 2005 Cease & Desist letter. Based on the follow-up inspection, it has been determined that the reinstallation of the culvert has been satisfactorily completed. Accordingly, no further action will be taken in this matter and the project is now in compliance of the issued permit. It is strongly recommended that you contact Ms. Noelle, at (910) 796-7215, in the Wilmington DWQ Regional Field Office to determine any additional enforcement actions with the State. Please be cautioned that any future non-compliance of the issued permit may result in immediate referral of the matter to our Office of Counsel with a recommendation for an administrative penalty. -2- Thank you for your time and cooperation in resolving this matter. If you have any question or comments in this matter, please contact Mickey Sugg at (910) 251-4811, Wilmington Regulatory Field Office. Sincerely, Keith A. Harris, Chief Wilmington Regulatory Field Office Copies Furnished: Ms. Noelle Lutheran Division of Water Quality N.C. Department of Environment and Natural Resources 127 Cardinal Drive Extension Wilmington, North Carolina 28405-3845 Mr. Stephen Lane Division of Coastal Management N.C. Department of Environment and Natural Resources 400 Commerce Avenue Morehead City, North Carolina 28557-3421 U. S. Attorney Eastern District of North Carolina 310 New Bern Avenue Suite 800, Federal Building Raleigh, North Carolina 27611 Mr. Ronald Mikulak, Chief U.S. Environmental Protection Agency Wetlands Protection Section - Region IV 61 Forsyth Street Atlanta, Georgia 30303 Mr. Pete Benjamin U.S. Fish and Wildlife Service Raleigh Field Office Post Office Box 33726 Raleigh, North Carolina 27636-3726 Mr. Trent James N.C. Department of Environment and Natural Resources Division of Land Quality 127 Cardinal Drive Ext. Wilmington, North Carolina 28405-3845 Ms. Katrina Marshall, Planning Director Carteret County Courthouse Square Beaufort, North Carolina 28557 s. Cyndi Karoly Division of Water Quality 2321 Crabtree Boulevard, Suite 250 Raleigh, North Carolina 27609-2260 ,AORANDUM f0: John Dorney Regional Contact: Noelle Lutheran Non-Discharge Branch WQ Supervisor: RickShiver Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Merrimon Bay S/D County Carteret Project Number 03 1410 County2 Recvd From APP Region Wilmington Received Date 11/7/03 Recvd By Region Project Type residential S/D I Certificates Stream Stream Impacts (ft.) Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req. F1C:? i?il;t-aeti 14 Forested W770 N F-- F 27-(118) SA NSWHQ 30,410. 0.14 60.00 I - NBR Buffers FT _0N 30,410. 0.10 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? Q Y O N Is Mitigation required? O Y @ N Recommendation: O Issue 0 Issue/Cond O Deny Provided by Region: Latitude (ddmmss) Longitude (ddmmss) Comments: cc: Regional Office Central Office Page Number i1 MEMORANDUM TO: John Dorney Regional Contact: Noelle Lutheran Non-Discharge Branch WQ Supervisor: Bick Shiver Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Merrimon Bay S/D County Carteret Project Number 03 1410 County2 Recvd From APP Region Wilmington Received Date 11/7/03 Recvd By Region Project Type residential S/D Certificates Stream Stream Impacts (ft.) Permit Wetland Wetland Wetland Stream Class Acres Feet ?-i•{ ?iM?-?= Type Type Impact Score Index Prim. Supp. Basin Req. Req. ° Y O -NF-F27-(118) sA NSWHQ 30,410. 0.14 60.00 r- 14 Forested W-7-6- Y O N 30,410. 0.16 ?- -?- NBR Buffers FT-O- ?- O Y o N F_IF__f f_F__F_ I- I- Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N Is Mitigation required? Q Y O N Recommendation: Q issue O Issue/fond O Deny Provided by Region: Latitude (ddmmss) Comments: Longitude (ddmmss) cc: Regional Office Central Office Page Number 1 Tardy Projects as of February 5, 2004 County DWQ# Project Regional Office CO staff CO Received Date Drop Dead Date Dare 03-1573 Harold Reynolds WaRO Cyndi Karoly 12/15/03 2/12/04 Dare 03-1568 Charles Overton WaRO Cyndi Karoly 12/12/03 2/9/04 Dare 03-1594 Town of Nags Head WaRO Cyndi Karoly 12/18/03 2/16/04 Carteret 03-1410 Merrimon Bay subdivision WiRO Danny Smith 12/19/03 2/16/04 Variance Requests: Beaufort Co., 03-1589, William G. Frey, WaRO, received 12/18/03 given to Bob Zarzecki If Triage Check Dist Date: VeC- ?3 ?003PrQject Name: M ?i rn E eG ?. DWQ#: 6 ! d County: To: ? ARO Mike Parker ? FRO Ken Averitte ? MRO Alan Johnson ? RRO Steve Mitchell FI' WaRO Tom Steffens [21 WiRO Noelle Lutheran ? WSRO Daryl Lamb d c ?,,? o, ??-Z a ?'1 Telephone : (919) x-15-3 From: The file attached is being forwarded to your for your evaluation. Please call if you need assistance. ? Stream length impacted ? Stream determination ? Wetland determination and distance to blue-line surface waters on USFW topo maps Minimization/avoidance issues Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman) ? Pond fill ? Mitigation Ratios ? Ditching ?.' Are the stream and or wetland mitigation sites available and viable? ? Check drawings for accuracy ? Is the application consistent with pre-application meetings? ? Cumulative impact concern Sn 46F a? ff?t-6e- ?-I0?l Comments. Ckec'k 4-oa G??5 . and ASSOCIATES ENGINEERING, SURVEYING & PLANNING December 18, 2003 Ms. Kim Williams Land Management Group P.O. Box 2522 Wilmington, NC 28402 REF: Merrimon Bay, Section 1, Fill Permit Michael W. Baldwin, PLS J.S. Janowski, PE WETLANDS ! 4ni GROUP DEC 1 Jf)fi3 WATER QUALITY 6EC 1(QN Dear Ms. Williams: Pursuant to your request of more information concerning Item #4 of the letter dated November 25, 2003 from Mr. John R. Dorney (NCDWQ) regarding the diffuse flow provisions at the wetland/buffer crossing, I offer this explanation: Diffuse flow will be provided by the amount of fill on the road bed which will create a situation of having no side ditches within the Neuse River Riparian Buffer. When building roads to NCDOT standards, any area that requires more than 2.7' (feet) of fill eliminates the existence of a ditch therefore providing sheet flow through adjacent areas. This was our diffuse flow design strategy for this buffer crossing and is illustrated on the attached profile drawing. Please give me a call if you have any questions. Si cer , r ? Michael W. Baldwin, PLS MWB/db Attachment cc: John R. Dorney 1015 Conference Drive ? Greenville, North Carolina 27858 ? 252-756-1390 ? 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' z I I s. z. r i 1 -.. , r I r I , r Ai i?? ,i a i 'V ll S. ,? £ f ? r , I I pi ,, Y f tt, ?! I •? co I 1 ' I W a I I r ; i I I .- I I , ? ,I I;?, I i W i U 'cO ? ;01 a° 1 . j 6 j -? w ' I ? I I U_ 1. N,I I I I I i i I ? O I I f I I I' I I I I ^ "It R h It LL_ 0 W i V) A and ASSOCIATES ENGINEERING, SURVEYING & PLANNING December 18, 2003 Ms. Kim Williams Land Management Group P.O. Box 2522 Wilmington, NC 28402 REF: Merrimon Bay, Section 1, Fill Permit Dear Ms. Williams: Michael W. Baldwin, PLS J.S. Janowski, PE WETLANDS1401 SRO UP DEC 1 9 2003 WATER QUACITYSE CTION Pursuant to your request of more information concerning Item #4 of the letter dated November 25, 2003 from Mr. John R. Dorney (NCDWQ) regarding the diffuse flow provisions at the wetland/buffer crossing, I offer this explanation: Diffuse flow will be provided by the amount of fill on the road bed which will create a situation of having no side ditches within the Neuse River Riparian Buffer. 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Janowski, PE wETLANDS/401 GROUP DEC r D 2003 w'T ER QUAL I Ty SEC T10 N Pursuant to your request of more information concerning Item #4 of the letter dated November 25, 2003 from Mr. John R. Dorney (NCDWQ) regarding the diffuse flow provisions at the wetland/buffer crossing, I offer this explanation: Diffuse flow will be provided by the amount of fill on the road bed which will create a situation of having no side ditches within the Neuse River Riparian Buffer. When building roads to NCDOT standards, any area that requires more than 2.7' (feet) of fill eliminates the existence of a ditch therefore providing sheet flow through adjacent areas. This was our diffuse flow design strategy for this buffer crossing and is illustrated on the attached profile drawing. Please give me a call if you have any questions. Si cer , Michael W. Baldwin, PLS MWB/db Attachment cc: John R. Dorney 1015 Conference Drive ? Greenville, North Carolina 27858 ? 252-756-1390 ? Fax: 252-321-1412 Email: bassociates@earthlink.net e aA?? 49 4 SHEET 11 OF 14 CONSTRUCT],qN DRAWINGS p I 1I1/ sin Q < L - a-sz 8 2 MERRI.MONBAY SECTION 1 REFERENCE: DEED BOOK 1007, PAGE 409 OF THE CARTERET COUNTY REGISTRY MERRIMON TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA OWNER: GREENVILLE TIMBERLINE LLC ADDRESS: 150 EAST ARLINGTON BOULEVARD, SUITE E GREENVILLE, NC 27858 PHONE: (252) 355-9288 XA Baldwin and ASSOCIATES DESIGNED: MWB APPROVED: MWB ENGINEE ARNIDG P?ND NG RVEYING DRAWN: KWH DATE: 10/09/03 CONFERENCE DRIVE GREENVILLE NC, 27858 CHECKED: MWB SCALE: AS SHOWN (252) 756-1390 ------------------ ---- C) It IF LL. Ld 0 Z?! =w Uz ?w - MMTCHLINE 'C' PC STA. 28+07.72 SEE SHEET 12 OF 14 MATCHLINE "R" nn 23+00 24+00 25+00 26+00 27+00 VERTICAL SCALE: 1" = 2' HORIZONTAL SCALE: 1" = 50' REVISED: 10/20/03(SEPTIC LOTS) REVISED: 10/22/03(TRC COMMENTS) REVISED: 11/04/03(DENR REVISIONS) WETLANDS 1401 GROUP DEC 1 9 2003 Prepared by: FRANK W. ERWIN WATER QUALM, SECTION P. O. BOX 7206 JACKSONVILLE, NC 28540 INDEXED IN GRANTOR INDEX: MERRIMON BAY SUBDIVISION MERREVION BAY HOMEOWNERS' ASSOCIATION, INC. MERRIMON BAY ARCHITECTURAL CONTROL COMMITTEE GREENVILLE TIMBERLINE, LLC NORTH CAROLINA CARTERET COUNTY DECLARATION OF RESTRICTIVE AND PROTECTIVE COVENANTS MERRIMON BAY SUBDIVISION (Multi-Phase) THIS DECLARATION OF RESTRICTIVE AND PROTECTIVE COVENANTS is made pursuant to the North Carolina Planned Community Act, Chapter 47F of the North Carolina General Statutes and is entered this the _day of NOVEMBER, 2003, between GREENVILLE TIMBERLINE, LLC, a Delaware Limited Liability Company (hereinafter "Declarant") and MERRIMON BAY HOMEOWNERS' ASSOCIATION, INC., a North Carolina Non-Profit Corporation (hereinafter "Association"), a community services association with an Architectural Control Committee having powers as described herein; WITNES SETH: WHEREAS, Declarant owns the real property described in Article I of this Declaration and desires to subject said real property to the restrictive and protective covenants hereinafter set forth in order to provide for the preservation of values, amenities, desirability and attractiveness of said property, and for the continued maintenance and operation of any recreational and/or Common Areas. WHEREAS, it is in the best interest, benefit, and advantage of the Declarant, each Owner of such property, and every party hereafter acquiring such property that these restrictive and protective covenants, which shall regulate the use and occupancy of the property, be established, which restrictive and protective covenants is and are for the benefit of the property as well as each Owner thereof, and shall inure to the benefit of and pass and run with said property, and each and every Lot or parcel thereof, and shall apply to and bind the successors in interest and any Owner thereof. NOW THEREFORE, in consideration of the premises, Declarant hereby declares and agrees with all parties hereafter acquiring any of the property that the property hereinafter described is and shall be held, transferred, sold and conveyed subject to the restrictive and protective covenants herein set forth, which restrictive and protective covenants shall be binding on all parties acquiring any right, title or interest in any of the property and which shall inure to the benefit of each Owner thereof, as well as their successors in interest. 1. DESCRIPTION OF REAL PROPERTY: The real property which is, and shall be held, transferred, sold and conveyed subject to the protective covenants set forth in the articles of this Declaration is located in the County of Carteret, State of North Carolina, and is more particularly described as follows: BEING all of that property known as Merrimon Bay, Phase I, as more particularly described on Exhibit A, Development Area, attached hereto and incorporated herein by reference as if fully set forth. 2. DEFINITIONS: Section 1. "Association" shall mean and refer to Merrimon Bay Homeowners' Association, Inc., its successors and assigns. Section 2. "Owner" shall mean and refer to the record owner, whether one or more persons or entities, of a fee simple title to any Lot which is a part of the Properties, including contract sellers, but excluding those having such interest merely as security for the performance of an obligation. Section 3. "Properties" shall mean and refer to that certain real property hereinafter described, and such additions thereto as hereafter be brought within the jurisdiction of the Association, and specifically includes all of that subdivision known generally as Merrimon Bay, Carteret County, North Carolina. Section 4. "Common Area" shall mean all real property owned by the Association for the common use and enjoyment of the owners, and specifically shall mean any storm water control or disposal improvements, piers, walkways, streets, if any, which may be constructed. Section 5. "Lot" shall mean and refer to any plot of land or condominium unit as defined in N.C.G.S. 47C-1-103, shown upon any recorded subdivision map of the Properties with the exception of the Common Area, and includes any improvements thereon, if any. Section 6. "Declarant" shall mean and refer to Greenville Timberline, LLC, its successors and assigns, if such successors or assigns should acquire all remaining undeveloped Lots from the Declarant for the purpose of development in the ordinary course of business, or as evidenced by an assignment instrument recorded by Declarant in the public records of Carteret County, North Carolina. Section 7. "Project Property or Area" shall mean all of the real property made subject to this Declaration, including such other portions of the Development Area as may from time to time be submitted to and added to the Project Area by amendment of this Declaration. The initial Project Area made subject to the provisions of this Declaration is described on Exhibit A. Section S. "Development Area" includes all that property all or part of which by this Declaration or by Amendment to this Declaration may be submitted to and made subject to the terms of this Declaration by designation as "Project Area." The Development area is described on Exhibit B. Section 9. "Parcel" shall mean and refer to a portion or part of real property, together with the improvements located thereon, which becomes subject to this Declaration. This term shall include any additions to the existing Properties as herein provided. Section 10. "Living Unit" or "Unit" shall mean and refer to any portion of a structure situated upon the Properties designed and intended for use and occupancy as a residence by a single family, including without limitation detached single family homes, townhouse homes, patio homes and condominium units. 2.1 EXPANSION OF PROPERTIES INTO DEVELOPMENT AREA: The Declarant, for itself and its successors and assigns, hereby expressly reserves the right, but shall in no way be obligated to expand the properties which are subject to this Declaration without the consent or joinder of the Owners of Lots or persons or entities having a lien or security interest in such Lots by adding from time to time all or any portion of the tract of land known as the Development Area and being more particularly described as follows: BEING all of that property as shown on Exhibit B, attached hereto and incorporated herein by reference as if fully set forth. The Declarant may also identify and add to the development area by amendment hereto any other such property as Declarant in its sole discretion may determine. An amendment to this Declaration shall be made and recorded in the Office of the Register of Deeds of Carteret County, North Carolina, to include each portion of the real property which is to be included within this Declaration, and each such portion of the real property shall constitute an addition to the Properties. The right of the Declarant, or its successors and assigns, to expand the Properties as herein provided shall expire ten (10) years from the recording of this instrument, or upon the sale to consumers of all of the properties described in Exhibit A or Exhibit B, whichever occurs first. 2.2 SUPPLEMENTAL DECLARATIONS: Declarant shall have the right, from time to time, to record Supplemental Declarations for portions ("Parcels") of the Properties which may designate specific use and other restrictions within said Parcel, may create Common Areas within such Parcel for the use only of Owners of Lots in said Parcel, and may create an internal owners association within said Parcel; provided, however, no Supplemental Declaration shall avoid membership in the Association by Owners of Lots in said Parcel, nor shall any Supplemental Declaration modify or amend the terms of this Declaration or of any prior Supplemental Declaration for another Parcel. 3. GENERAL RESTRICTIONS: Section 1. "Residential Use": All lots shall be used exclusively for residential purposes of a single family. No business, trade, garage sale, moving sale, rummage sale, or similar activity shall be conducted upon a lot without the prior written consent of the Board. An Owner or occupant residing in a dwelling on a lot may conduct business activities within the dwelling so long as: (I) the existence or operation of the business activity is not apparent or detectable by sight, sound, or smell from outside the dwelling; (ii) the business activity conforms to all zoning requirements for the lot; (iii) the business activity does not involve regular visitation of the dwelling or lot by clients, customers, suppliers, or other business invitees or door-to-door solicitation of residents of the subdivision; and (iv) the business activity is consistent with the residential character of the subdivision and does not constitute a nuisance, or a hazardous or offensive use, or threaten the security or safety of other residents of the subdivision, as may be determined in the sole discretion of the Board. The terms "business" and "trade," as used in this provision, shall be construed to have their ordinary, generally accepted meanings and shall include, without limitation, any occupation, work, or activity undertaken on an ongoing basis which involves the provision of goods or services to persons other than the provider's family and for which the provider receives a fee, compensation, or other form of consideration, regardless of whether: (I) such activity is engaged in full or part-time, (ii) such activity is intended to or does generate a profit, or (iii) a license is required. The leasing of a dwelling or lot shall not be considered a business or trade within the meaning of this subsection. This subsection shall not apply to any activity conducted by the Declarant or a Builder approved by the Declarant with respect to its development and sale of the Properties or its use of any lots which it owns within the subdivision, including the operations of a timeshare or similar program. Section 2. "Built Upon Area": Consistent with the Storm Water Management permit from DEHNR for MERRIMON BAY SUBDIVISION, the allowable built upon area per lot in MERRIMON BAY SUBDIVISION is listed and shown on Attachment A. "Built upon area" shall mean that portion of the Lot which is covered by impervious or partially pervious cover including right of way, buildings, pavement, walkways or patios of brick, stone or slate, but not including wood decking. This requirement as to built upon area shall not be waivable. This requirement shall not, however, apply to the "amenity area or site" common area. This covenant is intended to ensure continued compliance with the storm water permit issued by the State of North Carolina. Section 3. "Compliance with Wetlands Regulations, CAMA Regulations, and any other and all Governmental Setbacks and other Regulations": It shall be the responsibility of each Owner to determine what portions of their Lot are regulated by wetland regulations, CAMA regulations, or other governmental setbacks and other regulations. It shall also be the responsibility of each Owner, prior to alteration of any Lot, to determine if any Lot shall have been determined to meet the requirements for designation as a regulatory wetland and if any such Lot is subject to any of the regulations referred to above. Any subsequent fill or alteration of this wetland shall conform to the requirements of state wetland rules adopted by the State of North Carolina in force at the time of the proposed alteration. The intent of this restriction is to prevent additional wetland fill, so the property Owner should not assume that a future application for fill will be approved. The property Owner shall report the name of the subdivision in any application pertaining to wetland rules. This covenant is intended to insure the continued compliance with wetland rules adopted by the State of North Carolina; therefore, benefits may be enforced by the State of North Carolina. This covenant is to run with the land and shall be binding on all parties and all persons claiming under them. Section 4. "On-site Sewage Systems": Each property Owner is required to provide a private on-site sewage systems and comply with all regulatory agency requirements for the installation, maintenance and operation. The costs of these systems will be the responsibility of the Lot Owner and may differ from Lot to Lot. Section 5. "Roadside Swale": No one may fill in, pipe, or alter any roadside swale except as necessary to provide a minimum driveway crossing. Section 6. "Allowable/Prohibited Structure": No structure shall be erected, altered, placed or permitted to remain on any Lot other than a single, one family dwelling not to exceed three stories in height, a private garage which may contain living quarters for occupancy by domestic servants of the lot occupant only and such other outbuildings as may be provided for elsewhere herein. Each dwelling shall contain a minimum of 1600 heated square feet. This covenant shall not be construed as prohibiting the use of a new dwelling as a model home for sales/rental purposes. No structure of a temporary character, trailer, basement, tent, shack, garage, barn or other outbuilding shall be used on any Lot at any time as a residence either temporary or permanently. No trailer, mobile home, camper or like vehicle shall be allowed on the property at any time, or any other structure which is finished or partially finished at a manufacturing unit or plant and transported for quick assembly and which is designed to be disassembled and relocated shall be allowed. It is specifically the intention and purpose of this covenant to prohibit the location of any manufactured home as defined in NCGS 143-145 and any structure for which a "Label of Compliance" as defined in NCGS 143-145 is issued, including but not limited to those structures which are generally referred to as mobile homes, trailers, relocatable houses, or similar type structures on the property. "Modular construction" of walls, floor systems, roof trusses and other portions of the structure shall be permitted providing that it is a full floor joist system not supported by chassis or steel frame. Fabrication shall not be limited to the building lot. This covenant shall not be construed as prohibiting the use of such a structure as a sales/ rental model or office or construction site facility. No more than one outbuilding may be constructed on any Lot without the express written approval of the Architectural Control Committee. Said outbuilding shall be only for the purposes of housing boats, cars, and RV's as well as lawn and garden equipment. In addition to any such outbuilding, and with prior approval of the Architectural Control Committee, additional outbuildings, including but not limited to a barn(s) or stable(s) may be constructed on any Lot that is two (2) acres or larger. Said buildings, including barns or stables, must be constructed in a workman-like manner, enclosed on at least three (3) sides as well as the top, with some sort of door, which would thus enclose all four (4) sides of the building No structure with a roof pitch of less than 6-12 feet is permitted upon any Lot. The Properties shall not used as a campground. Permanent residence in any type of camping equipment is strictly prohibited. Section 7. "Structure Location": No structure, other than fence, may be built within ten (10) feet from any property line without written approval from Declarant or Merrimon Bay Architectural Control Committee. Section S. "Construction Time and Activity": Once construction of a dwelling or other improvements are started on any Lot, the exterior construction of the dwelling and other improvements must be substantially completed in accordance with the approved plans and specifications within twelve (12) months from commencement. Construction activity shall be confined within the boundaries of each Lot. Each Owner shall be responsible for any damage done to any streets, roadways, accessways, Common Areas, or property of other Owners within the subdivision which may be caused by any Owner, his agents, employees, guests, licensees or invitees during construction and at any other time. The Association shall have the right to assess any Owner for such damage and such charge shall be an assessment against the Owner and the Lot and shall be subject to collection as any other regular assessment. Section 9. "Construction Debris": During construction of improvements on any Lot, adequate portable sanitary toilets must be provided for the construction crew and the Lot must be cleaned of excess debris at least once per week. Each Lot Owner shall be obligated to collect and dispose of all rubbish and trash resulting from construction on his Lot. Section 10. "Nuisances": No noxious, offensive, or illegal activity shall be carried on or conducted upon any Lot, nor shall anything be done on any Lot that shall be or become an unreasonable annoyance or nuisance to the neighborhood. No trade, commerce, or other activity, which may be considered a nuisance to the neighborhood, shall be carried on upon any Lot. No trade materials or inventories may be stored upon any Lot. No tractor-trailer type trucks, house trailers, or mobile homes may be stored or regularly parked on any Lot. No junk or unsightly vehicles of any type or description may be placed upon any Lot. Section 11. "Animals": No animals, livestock, or poultry of any kind shall be kept or maintained on any Lot or in any dwelling except that household pets may be kept provided they are not kept for breeding or commercial purposes. Any such household pet shall not be allowed off the Lot of the Owner of said pet unless said pet is attended and on a leash. Owners shall be solely and absolutely liable for the acts of any pet kept on their Lot. Pet pens, dog runs, and "boxes, if allowed, must be approved by the Association prior to construction or placement and must be screened from adjacent rights-of-way and lots. Improvements constructed for the maintenance of animals shall be kept in good repair and must conform generally in appearance with any dwelling upon a Lot, although such improvements need not be constructed of materials identical to an existing dwelling. Each Lot Owner shall maintain any such improvements placed upon any Lot, and no unsightly or dilapidated buildings or other structures shall be permitted on any Lot. Improvements must be approved by Declarant or Architectural Control Committee. Horses will be allowed on any non-waterfront lot that is two (2) acres in size or larger. Horses will not be allowed to be maintained on any waterfront lot. No more than one horse per fenced in acre will be allowed. The use of horses off the lot of an owner is specifically subject to the Rules and Regulations which may be adopted from time to time by the Association. No fence may be constructed of barbed wire or similar material. Fences that are visible from the road must be made from wooden, vinyl, or wrought iron fencing material. The Architectural Control Committee must approve all fences prior to construction. Section 12. "Signs": No sign or billboard of any kind shall be erected or allowed to remain on any Lot including a "For Sale" or "For Rent" sign without prior written approval of Declarant, until such time as at least ninety percent (90%) of the Lots are sold. Section 13. "Subdivision": No Lot or Lots shall be subdivided except to enlarge an adjoining Lot, but any Lot so enlarged cannot be improved with more than one single-family dwelling. In no event, shall any Lot be subdivided if the result of each subdivision is separate ownership of less than a whole Lot. However, Declarant, its successors or assigns, reserves the right to relocate any Lot boundary line and make major and minor boundary line adjustments between Lots so long as said relocation does not create an additional Lot and further provided that one Lot may be combined with another Lot or Lots or a portion thereof to create a larger Lot, in which cases these covenants shall be construed to apply to the larger Lot so created. Upon the recombination of any Lots to reduce the total number of allowable building Lots, for purposes of membership in the Association and for purposes of the payment of dues and assessments, any recombined Lots shall be considered a single Lot upon recordation of a plat so showing in the office of the Register of Deeds. Section 14. "Piers and Bulkheads": Piers and bulkheads may be constructed on the property or adjacent thereto provided that, prior to construction, written approval has been obtained from the appropriate Federal, State, County, and/or local authority. Section 15. "Roads, ights of Way and Driveways": The roads and rights of way constructed throughout the Properties are for the common uses of Declarant, Lot Owners, and Lot Owners of the future development of the Properties and their respective heirs, successors and assigns. There will be no on-street parking allowed within the Properties. All driveways constructed on any Lots shall be paved with either asphalt or concrete for a distance of at least 20 feet from the adjoining paved roadway. Concrete or HDPE plastic culvert pipes are to be used and the ends of the culvert pipes used for driveways must be capped to prevent erosion. All culvert pipe sizes must be a minimum of fifteen inches (15") and must be approved by Declarant or Architectural Review Board prior to installation. Any damage by driveway connections to the private road shown upon said plats, or to the ditches or shoulders of the road, or to the flow of drainage water along said road, shall be repaired at the expense of the Owners connecting such driveways, within thirty (30) days of notification. Section 16. "Road/Street Expansion": Declarant hereby reserves unto itself the right to use any Lot, prior to it being sold to a third person, for ingress and egress to any other adjoining property. Declarant reserves the right unto itself to extend any existing roadways shown on the recorded subdivision plats referred to above, to any additional property lying outside the subdivision. 3.1. SPECIAL RESTRICTIONS REGARDING DRIVEWAY: [ Applies to lots 12, 13, 14 and 15 only.] a) Easement for Driveway. There is hereby reserved for each owner of Lots 12, 13, 14 and 15, their successors and assigns, an easement for driveway maintenance, construction and reconstruction, extending into each lot and located as shown on the plat of the subdivision. Said easement may be used for the purpose of installing, maintaining and repairing the driveway and any utility and service lines and systems associated therewith, but all such construction, repair and replacement shall be in accordance with all laws and regulations of the State of North Carolina and Carteret County. It is specifically understood that the width of the driveway which is to be constructed or has been constructed and may be maintained is less than the easement width and that the remaining easement width shall specifically be for the maintenance and/or reconstruction thereof and that use of the space on each side of the driveway shall be limited to the lot owner on the respective side of the driveway. b) Maintenance of Driveway. Each owner shall maintain all improvements in good repair and keep the same safe, clean and orderly in appearance at all times. General rules of law regarding liability for property damage due to negligence or willful acts and omissions shall apply. The cost of reasonable repair and maintenance shall be shared by each owner in proportion to the length of the driveway utilized by the owner, and all such maintenance shall be agreed upon in advance by each owner. c) Entry Not Trespass. Whenever an owner is permitted by these covenants to correct, repair, clean, preserve, clear out or do any action in or upon the easement areas, such action shall not be deemed a trespass. e) Destruction Casualty. If any improvement is damaged or destroyed by any casualty, any owner may restore it, and if the other owner thereafter makes use of the improvement, the other owner shall contribute to the costs of restoration thereof in proportion as set out above, without prejudice, however, to the right of any such owner to call for contribution by others under any rule of law regarding liability for negligence or willful acts or omissions. f) Right To Contribution Runs With Land. The right of any owner to contribution from any other owner under this paragraph shall be appurtenant to the land and shall pass to the owners successors in title. g) Dispute Resolution. (a) In the event of any dispute between owners arising concerning a common driveway or improvement, or under any other provisions of the Restrictive Covenants, any owner shall notify the Association Board of Directors. The Board of Directors shall thereafter resolve the dispute, issue said decision or order and the decision or order shall be binding on the owners of the lot owners. Alternatively, or in the event the Board. cannot resolve the dispute or becomes deadlocked, then the Board will choose an arbitrator whose decision shall be binding on the unit owners of the units in the building. (b) Arbitration. Any controversy that shall be submitted to arbitration shall be determined and settled by an independent disinterested person [ hereinafter "independent arbitrator"] appointed by the Board, and such independent arbitrator shall resolve the controversy in accordance with the terms of the Uniform Arbitration Act, currently codified in North Carolina General Statute, Articles 45A, §1-567.1 et. seq. or any successor statutes. The controversy as so determined shall be binding on the parties. The cost of the arbitration shall be borne equally by the parties, except that each party will pay the costs of its legal counsel and the costs of expert witnesses. The place of arbitration shall be Jacksonville, North Carolina. ©) Enforcement. In any controversy resolved by dispute resolution where an owner fails to perform according to the terms of any decision or order of the Board or Arbitrator(s) may be enforced as a violation of these restrictive covenants. Alternatively, the Association may and is empowered to, but shall not be required to, undertake the improvements or maintenance required by the decision or order of the Board or Arbitrator(s) and collect the costs therefor as a an assessment against the lots as set out in the decision or order of the Board or Arbitrator(s). 3.2 CONSTRUCTION TIME AND ACTIVITY: Section 1. No construction of any kind, including but not limited to, the clearing or grading of any Lot for building purposes, or the building of any wall, fence, landscaping, berm or hedge which act as a fence or privacy inducing structure, pier, dock, ornamentation, or other structure or improvements of any nature shall be erected, placed or altered on any Lot until: 1) the construction plans and specifications and a plan showing the location of the structure and landscaping have been approved in writing by the Architectural Control Committee, as provided elsewhere herein; and 2) the owner of said Lot shall have deposited or caused to be deposited with the Association a deposit to defray the cost of repair of any common facilities damaged by the proposed construction in the minimum amount of $1,000.00 for home construction and a minimum of $250.00 for any other improvements or such higher amount as the Association may set. The deposit requirement shall not be waivable. Once construction of a dwelling or other improvements are started on any Lot, the improvements must be substantially completed in accordance with the approved plans and specifications within twelve (12) months from commencement. If construction is not completed within (12) months the Association shall provide notice of the violation of this covenant and shall conduct a hearing in accordance with its By Laws and may levy such maximum fine as may be allowed by law until the home is complete in accordance with the covenants. The Construction activity shall be confined within the boundaries of each Lot. Each owner shall be responsible for any damage done to any streets, roadways, accessways, common areas, or property of other Owners within the subdivision which may be caused by any owner, his agents, employees, guests, licensees or invitees, during construction and at any other time. The Association shall have the right to assess any owner for such damage and such charge shall be an assessment against the owner and the Lot and shall be subject to collection as any other regular assessment. The ends of culverts are to be capped to prevent erosion. Section 2: During construction of improvements on any Lot, adequate portable sanitary toilets must be provided for the construction crew and the lot must be cleaned of excess debris at least once per week. Each lot owner shall be obligated to collect and dispose of all rubbish and trash resulting from construction on his lot. Section 3: No dwelling or other improvement shall be constructed which shall have an exterior of concrete blocks, asbestos or asphalt siding. Outdoor, uncovered living areas should be constructed with materials and colors that are compatible with the exterior materials and detailing of the house. Railings should be consistent with the architectural character of the house. Patio and terrace surfacing materials should be concrete, stone, or pavers. 4. MEMBERSHIP AND VOTING RIGHTS: Section 1. Every Owner of a Lot shall be a member of the Association. Membership shall be appurtenant to and may not be separated from ownership of any Lot which is subject to assessment. Section 2. The Association shall have two (2) classes of voting membership: Class I: Class I members shall be all Owners with the exception of the Declarant and shall be entitled to one vote for each Lot owned. When more than one person holds an interest in any Lot, all such persons shall be members. The vote for such Lot shall be exercised as they among themselves determine, but in no event shall more than one (1) vote be cast with respect to any Lot. Class H: The Class II member(s) shall be the Declarant and shall be entitled to ten (10) votes for each Lot owned. The Class H membership shall cease and be converted to Class I membership on the happening of either of the following events, whichever occurs earlier. (1) The sale of the last lot by the Declarant in the subdivision. (2) On that date which is seven (7) years from the date of the recording of this document. (3) at the discretion of Declarant. 5. COVENANTS FOR MAINTENANCE ASSESSMENTS: Section 1. Creation of the Lien and Personal Obliuations of Assessment: The Declarant, for each Lot owned within the Properties, hereby covenants, and each Owner of any Lot by acceptance of a deed, therefore, whether or not it shall be so expressed in such deed, is deemed to covenant and agree to pay to the Association: (1) annual assessments or charges; (2) special assessments for capital improvements, such assessments to be established and collected as hereinafter provided; (3) to the appropriate governmental taxing authority, a pro rata share of ad valorem taxes levied against the Common Area if the Association shall default in the payment therefor for a period of six (6) months, all as hereinafter provided. The annual and special assessments, together with interest thereon and costs of collection thereof, as hereinafter provided, shall be a charge on the land and shall be a continuing lien upon the property against which each such assessment is made. Each such assessment, together with interest and costs, and reasonable attorneys' fees (as provided in North Carolina General Statutes Section 6-21.2) incurred by the Association in collecting delinquent assessments shall also be the personal obligation of the person or entity who was the Owner at the time when the assessment became due. The personal obligation of an Owner for delinquent assessments shall not pass to his successors or assigns in title. Section 2. Purpose of Assessments: The assessments levied by the Association shall be used exclusively to promote the health, safety, and welfare of the residents in the Properties, care, maintenance and improvement of the landscaping and lawns of each individual lot, and for the improvements and maintenance of the Common Area, and specifically any storm water control or disposal improvements. Section 3. Minimum Annual Assessment: The initial minimum annual assessment shall be $300.00 per year per lot. Assessments shall commence as to each lot beginning on the date of closing from the Declarant to an owner other than the Declarant So long as there exists Class II membership, the Declarant shall pay no dues or assessments but in lieu thereof the Declarant covenants and agrees to defray such deficit as may be required for maintenance up to the amount of the current operating budget. Section 4. Collection of Assessments: (a) The first pro rata payment of the balance of the current year assessment shall be due and payable beginning on the day of closing. In addition thereto, at closing, the Declarant shall cause to be collected from the purchaser, an amount equal to two-twelfths of the then current minimum annual assessment for said lot. This shall be used for the sole purpose and use as a working capital fund. The Board of Directors shall fix the amount of the assessment against each lot at least thirty days in advance of the annual assessment period. Written notice of the annual assessment shall be sent to every Owner subject thereto. The due dates shall be established by the Board of Directors of the Association and the Board of Directors shall have the authority to require the assessment to be paid in pro-rata monthly installments, quarterly and semi-annually as well as annually. The Association shall, upon demand, and for a reasonable charge furnish a certificate signed by an officer of the Association setting forth whether the assessments on a specified lot have been paid. (b) From and after January 1 of the year immediately following the conveyance of the first Lot to an Owner, the maximum assessment may be increased each year not more than fifteen percent (15%) above the maximum assessment for the previous year without a vote of the membership. ©) From and after January 1 of the year immediately following the conveyance of the first Lot to an Owner, the maximum annual assessment may be increased above fifteen percent (15%) by a vote of fifty-one percent (51%) of members of each class who are voting in person or by proxy, at a meeting duly called for this purpose. Except, however, increases attributable solely to the annexation of new areas, including new Common Areas, shall not be subject to this limitation. (d) If an additional property owner's association(s) is established on any property which is or may become subject to this Declaration by a supplemental declaration hereto, then, notwithstanding anything contained therein to the contrary, all assessments made by and for any such association shall be paid to the Merrimon Bay Homeowners' Association, Inc., for bookkeeping and record keeping purposes, and shall then be transferred as necessary to the appropriate association. Merrimon Bay Homeowners' Association, Inc. may charge a reasonable fee for its record keeping services and deduct same from assessments collected. Section 5. Special Assessments for Insurance and Capital Improvements: In addition to the annual assessments authorized above, the Association may levy, in any assessment year, a special assessment applicable to that year only for the purpose of defraying, in whole or in part, the cost of any increase in insurance costs, or the construction, reconstruction, repair or replacement of a capital improvement upon the Common Area, including fixtures and personal property related thereto, provided that any such assessment shall have the assent of fifty-one percent (51%) of the votes of the members of each class who are voting in person or by proxy at a meeting duly called for this purpose. Section 6. Notice and Quorum for any Action authorized under Sections 4 or 5: Written notice of any meeting called for the purpose of taking any action authorized under Section 4 or 5 shall be sent to all members not less than thirty (30) days or more than sixty (60) days in advance of the meeting. At the first such meeting called, the presence of members or proxies entitled to cast fifty-one percent (51%) of all the votes of each class of membership shall constitute a quorum. If the required quorum is not present, another meeting shall be called subject to the same notice requirement, and there shall be no required quorum. No such subsequent meeting shall be held more than sixty (60) days following the preceding meeting. Section 7. Remedies for Non-Payment of Assessments: Any assessment which is not paid when due shall be delinquent. The assessment shall bear interest from the due date at the rate established by the Board of Directors of the Association, or if not set by the Board, at the highest rate allowed by law, together with such late fees as may be set by the Board. The Association may file a lien of record against any lot where there remains an assessment unpaid for a period of thirty (30) days or longer. Any such lien shall be filed in the office of the clerk of superior court of Carteret County in a manner provided therefor by Article 8 of Chapter 44 of the North Carolina General Statutes. No Owner may waive or otherwise escape liability for the assessments provided for herein by the non-use of the Common Area or abandonment of his dwelling unit or Lot. The Association may bring an action at law against the Owner personally obligated to pay any assessments and interest. Costs and reasonable attorneys' fees for the prosecution of any such action shall be added to the amount of such assessment. In the event of such action at law and in the further event that such action results in a judgment being entered against the Owner and in favor of the Association, then, and in that event, the Association shall collect on such judgment in such manner and to the extent provided and permitted by the laws of the State of North Carolina. The Association's lien may be foreclosed in like manner as a mortgage on real estate under power of sale under Chapter 45 of the North Carolina General Statutes. All fees, charges, late charges, fines, and interest are enforceable as assessments. In any foreclosure action brought under the power of sale provisions, the Association shall be deemed to be the holder and owner of the obligation secured by this Declaration. The Registered Agent of the Association shall be the Trustee for all purposes of the foreclosure proceeding and the Association shall have the power to appoint a substitute trustee if for any reason the Association desires to replace the trustee, and the said substitute trustee shall succeed to all rights, powers and duties thereof. The Association shall request of the trustee to sell the land subject to the lien at public action for cash, after having first given such notice and advertising the time and place of such sale in such manner as may then be provided by law for mortgages and deeds of trust, and upon such and resales and upon compliance with the law then relating to foreclosure proceedings under power of sale to convey to the purchaser in as full and ample manner as authorized by Chapter 45. The Trustee shall be authorized to retain an attorney to represent him in such proceedings. The proceeds of the sale shall, after the Trustee retains his commission, together with any additional attorney's fees incurred by the Trustee, be applied to the costs of the sale, including but not limited to costs of collection, taxes, assessment, costs of recording, service fees, and incidental expenditures, the amount due on any note secured by the property, and any advancements made by the Association in the protection of the security. Section 8. Effect of Default in Payment of Ad Valorem Taxes of Assessments for Public Improvement by Association: Upon default by the Association in the payment to the governmental authority entitled thereto of any ad valorem taxes levied against the Common Area or assessments for public improvements to the Common Area, which default shall continue for a period of six (6) months, each owner of a Lot in the development shall become personally obligated to pay to the taxing or assessing governmental authority a portion of such unpaid taxes or assessments in an amount determined by dividing the total taxes and/or assessments due the governmental authority by the total number of Lots in the development. If such sum is not paid by the Owner within thirty (30) days following receipt of notice of the amount due, then such sum shall become a continuing lien subject to the lien of the governmental authority levying said ad valorem taxes on the Lot of the then Owner, his heirs, devisees, personal representatives and assigns, and the taxing or assessing governmental authority may either bring an action at law or may elect to foreclose the lien against the Lot of the Owner. Section 9. Subordination of the Lien to Mortgages: The lien of the assessments provided for herein shall be subordinate to the lien of any mortgage. Sale or transfer of any Lot shall not affect the assessment lien. However, the sale or transfer of any Lot pursuant to mortgage foreclosure or any proceeding in lieu thereof, shall extinguish the lien of such assessment as to payments which become due prior to such sale or transfer. No sale or transfer shall relieve such Lot from liability for any assessments thereafter becoming due or from the lien thereof. Section 10. Rights of Mortgagees: (a) Notice of action: A holder or insurer of a mortgage, upon written request to the Association (such request to state the name and address of such holder or insurer and the description of secured properties) will be entitled to timely written notice of. (1) Any condemnation or casualty loss that affects either a material portion of the project or the Lot securing its mortgage. (2) Any sixty (60) day delinquency in the payment of assessments or charges owed by the Owner of any Lot upon which it holds a mortgage. (3) A lapse, cancellation, or material modification of any insurance policy or fidelity bond maintained by the Association. (4) Any proposed amendment to the project instruments effecting a change in the boundaries of any Lot, ownership of Common Elements, if any, the number of votes in the Association pertaining to any Lot or any proposed change in the restrictions on the properties. 6. ARCHITECTURAL CONTROL COMMITTEE- Section 1. Submission of Plans and Specifications: Except for original and initial construction and subsequent modification of improvements by the Declarant on any Lot which such construction is and shall be exempt from the provisions of this provision, no building, wall, fence, landscaping, berm or hedge which acts as a fence or privacy inducing structure, pier, dock, ornamentation, or other structure or improvements of any nature shall be erected, placed or altered on any Lot until: 1) the construction plans and specifications and a plan showing the location of the structure and landscaping have been approved in writing by the Architectural Control Committee; and 2) the owner of said Lot shall have deposited or caused to be deposited with the Association a deposit to defray the cost of repair of any common facilities damaged by the proposed construction in the minimum amount of $5,000.00 for home construction and a minimum of $250.00 for any other improvements or such higher amount as the Association may set. The deposit requirement shall not be waivable. The Association Board of Directors may adopt from time to time Architectural Guidelines for use by the Architectural Control Committee and such guidelines shall be mandatory for use by the Architectural Control Committee except as the Board of Directors shall authorize upon appeal of the Committee decision. Each building, wall, fence or other structure or improvements of any nature, together with any ornamentation or landscaping, shall be erected, placed or altered upon the premises only in accordance with the plans and specifications and plot plan so approved. Any change in the appearance of any building, wall, fence or other structure or improvements and any change in the appearance of the landscaping (excepting the planting of flowers and shrubs indigenous to the area), shall be deemed an alteration requiring approval. Section 2. Procedure: (a) The Architectural Control Committee shall make all efforts to cooperate with the Owner or agent in effecting a prompt and reasonable response to any submission. Within fifteen (15) days after receipt of all required information, the Architectural Control Committee shall submit in writing to the Owner of the Lot a response stating whether or not the requested improvements are approved. Unless a response is given by the Architectural Control Committee within fifteen (15) days, the plan shall be deemed approved. The Architectural Control Committee shall have the power to promulgate reasonable rules and regulations designed to carry out the provisions and intent of this paragraph. Any such rules and regulations shall be approved by the Board of Directors prior to implementation. (b) Action of the Architectural Control Committee may be based upon any reasonable ground, including aesthetic grounds. Requirements of any governmental authority shall not be considered by the Committee. The response of the Architectural Control Committee must be: (1) An approval; or (2) An approval with conditions; or (3) An approval with conditions together with a request for additional information; or (4) A denial. A denial is an extreme response and not to be made unless an approval with conditions can not be made. A denial prohibits or delays construction of the proposed improvements. A request for additional information shall be made only with a conditional approval and will not delay construction unless the information requested involves a matter which will need to be approved prior to construction. A request for additional information shall not be used by the Committee to enlarge the required response time. If an approval with conditions is granted and thereafter construction begins, the construction shall be deemed approved by the owner of the lot of the conditions imposed. 0) The Architectural Control Committee may not deny the submission unless it makes at least one of the following findings: (1) That the improvements sought to be constructed will have a negative economic impact on any other lot within the subdivision. (2) That a required specific buildings standard or other condition contained within the Restrictive Covenant documents have not been met. (3) That the improvements are architecturally incompatible with proposed or constructed improvements on other lots within the subdivision. (4) That the natural features of the lot will be disturbed to an extent more than reasonably necessary to construct the proposed improvements. In addition to the above required finding, in order to deny a submission, the Architectural Control Committee must provide a specific and detailed response of why an approval with conditions was not a reasonable alternative to the denial. Section 3. Exceptions: The paint, coating, stain and other exterior finishing colors and roof shingles/exterior on all buildings may be maintained as that originally installed, without prior approval of the Architectural Control Committee, but prior approval by the Architectural Control Committee shall be necessary before any such exterior color is changed. Section 4. Committee Membership: Until such time as the sale of the last numbered lot in the subject property is evidenced by the recordation of a deed therefore, all rights, privilege, powers and authority granted herein to the initial Architectural Control Committee, to whom the specific power to act hereunder is expressly conveyed, shall be exercised by the Declarant, its successors or assigns. The Declarant may assign its powers hereunder to an Architectural Control Committee, but so long as Class II membership shall exist, the Declarant shall appoint a majority of the Architectural Control Committee. Thereafter, all representatives shall be appointed by the Board of Directors of the Association. Except as set out above, the Architectural Control Committee shall be composed of three (3) Owners appointed by the Board and shall serve at the pleasure of the Board. Section 5. Committee Procedure: A majority of the Architectural Control Committee may take any action said Committee is empowered to take, may designate a representative to act for the Architectural Control Committee, and, with approval of the Association Board, may employ personnel and consultants to act for it. In the event of death, disability or resignation of any member of the Architectural Control Committee, the Association Board shall designate a successor. The members of the Architectural Control Committee shall not be entitled to any compensation for services performed pursuant to this covenant. The Association may establish a fee to cover the expense of reviewing plans and related data at the time plans are submitted for review in order to compensate any consulting architects, landscape architects, urban designers or attorneys. Section 6. Appeal of Committee Action: Any Owner may appeal the decision of the Architectural Control Committee provided that all parties involved comply with the decision of the Architectural Control Committee until such time, if any, as the Board of Directors amends, or reverses the Architectural Control Committee's decision. Appeals petitions must be legibly written, state the grounds for appeal and be submitted to the Board of Directors within thirty (30) days of the decision of the Architectural Control Committee. The Board of Directors shall act upon the appeal by amending, reversing or confirming the decision of the Architectural Control Committee within twenty-five (25) days of receipt of the petition. The Board of Directors' decision shall be by majority vote. Any Owner must exhaust this avenue of appeal prior to resorting to a court of law or equity for relief. Section 7. Notice: Submissions for approval may be made to the Architectural Control Committee c/o the Association to any of the following: (1) the address to which an owner is directed to send assessments or dues as appears on the most recent billing statement, (2) the address of the Association Registered Agent as it is listed in the Office of the Secretary of State, or (3) at such address as may be provided in writing (on the letterhead of the Association and signed by the managing agent or officer of the Association) to the applicant upon request for instructions regarding submission. Section 8. Mail to Owner: Any requirement for mail service shall be complied with by mailing said notice to the address shown on the county tax records for the respective lot owner. 7. UTILITY AND DRAINAGE EASEMENTS: Easements for installation and maintenance of utilities and drainage facilities are reserved ten (10) feet in width over all side Lot lines and twenty-five (25) feet along any road and as may be shown upon any recorded plats of the Properties. No building, residence, garage or other permitted accessory building may be constructed within said easements. In addition, the Properties are subject to easements, setbacks, and road right of ways as shown on the recorded plats referenced above. Declarant hereby reserves unto itself, its successors and/or assigns, the following: (1) The right to erect and maintain utilities and drainage facilities over the areas described in this paragraph; and (2) The right to grant Lot Owners easements within these areas and under subdivision roads for utilities including, but not limited to cable, electric, septic systems and water; and (3) The right to grant easements for the purposes described hereinabove, in paragraphs (1) and (2) over and across, any unsold Lot still owned by Declarant. 8. OWNER'S EASEMENT OF ENJOYMENT: Every Owner shall have a right and easement of enjoyment in and to the Common Area which shall be appurtenant to and shall pass with the title to every Lot, subject to the following provisions: (1) The right of the Association to charge reasonable admission and other fees for the use of any recreational facility situated upon the Common Area, (2) The right of the Association to limit the number of guests of members, (3) The right of the Association to suspend the voting right and use of the recreational facilities by an Owner for any period during which any assessment against his Lot remains unpaid and for a period not to exceed sixty (60) days for any infraction of its published rules and regulations, and (4) The right of the Association to impose regulations for the use and enjoyment of the Common Area and improvements thereon, which regulations may further restrict the use of the Common Area. 9. GENERAL PROVISIONS: Section 1. "Term": These covenants are to run with the land and shall be binding on all parties and all persons claiming under them for a period of twenty-five (25) years from the date these covenants are recorded, after which time said covenants shall be automatically extended for successive periods often (10) years. Section 2. "Enforcement": In the event of a violation or breach of any of these restrictions, covenants, agreements and conditions by any person or concern claiming by, through or under the undersigned, or by virtue of any judicial proceedings, the Association, its successors and assigns and the Owners of the Lots in the subdivision, or any of them, jointly or severally, shall have the right to proceed at law or in equity to compel compliance with the terms hereof, to prevent the violation or breach of any of them, and/or recover damages, if appropriate. Costs and reasonable attorneys' fees shall be recoverable by the Association as part of any judgment or order to enforce these covenants. The failure to enforce any right, reservation, restriction or condition contained herein, however long continued, shall not be deemed a waiver of the right to do so thereafter as to the same breach or as to a breach occurring prior or subsequent thereto and shall not bar or affect its enforcement. Section 2.1. Remedies Extended to the State of North Carolina: To ensure that this subdivision is maintained consistent with the laws of the State of North Carolina, the State of North Carolina is specifically empowered to take such acts necessary by and through its officers to enforce any of these covenants against an Owner or the Association. The State of North Carolina is specifically made a beneficiary of these covenants. Section 3. "Modification of Restrictive Covenants": These restrictive and protective covenants are subject to being altered, modified, canceled or changed at any time as to said subdivision as a whole or as to any subdivided Lot or part thereof during the first twenty-five (25) year period from the date of recording hereof by written document executed by the Declarant or their successors in title after affirmative vote or written agreement signed by Lot Owners of Lots to which at least sixty-seven percent (67%) of the votes in the Association are allocated. Declarant, or its successors and assigns, shall be allowed to amend these restrictive and protective covenants, notwithstanding any other provision contained herein and without joinder of any other party, for the purpose of correcting any discovered error contained herein, clarifying any ambiguity contained herein, or adding or deleting any incidental provisions deemed in the sole discretion of Declarant to be in the best interest of MERRIMON BAY SUBDIVISION and the Owners therein. Further, Declarant reserves, in the sole discretion of Declarant, the right to amend, modify or add to these covenants and restrictions on an individual basis pursuant to individual purchaser requests and requirements. Such modifications or amendments in accordance with this section will be accomplished by specific language in the individual deeds or supplementing these covenants by separate recorded instrument. Section 3.1 " Litigation": No judicial or administration proceeding shall be commenced or prosecuted by the Association unless approved by a vote of seventy-five percent (75%) of each of the Classes of members and a majority of the Board of Directors. This Section shall not apply, however to (a) actions brought by the Association to enforce the provisions of this Declaration (including, without limitation, the foreclosure of liens), (b) the imposition and collection of personal assessments, ©) proceedings involving challenges to ad valorem taxation, or (d) counterclaims brought by the Association in proceedings instituted against it. This Section shall not be amended unless such amendment is approved by the Declarant or is approved by the percentage votes and pursuant to the same procedures necessary to institute proceedings as provided above. Section 4. "Severability": Invalidation of any one of these covenants or restrictions by judgment or court order shall in no wise affect any other provisions which shall remain in full force and effect and the failure of any person or persons to take action to restrain the violation of any of these covenants and restrictions shall not be construed as a waiver of any enforcement rights and shall not prevent the enforcement of such covenants. Section 5. "Variances": The Association may allow reasonable variances and adjustments of the restrictions set forth in this Declaration in order to overcome practical difficulties and prevent unnecessary hardships in the application of the provisions contained herein; provided however, that any such variance granted must be done in conformity with the intent and purposes of the general development scheme and provided also that in every instance such variance or adjustment shall not materially be detrimental or injurious to other property or improvements within the Properties. IN WITNESS WHEREOF, as the above date, Grantor (whether person, corporation, limited liability company, general partnership, limited partnership, or other entity) has signed this instrument in the ordinary course of business, by the signature(s) below if its duly authorized representative(s), as the act of such entity. GREENVILLE TIMBERLINE, LLC, a Delaware Limited Liability Company By: Charles Watkeys, Manager or Agent, authorized to execute pursuant to Section 18407 of the Delaware Code. STATE OF COUNTY OF I, , a Notary Public of the County and State aforesaid, certify that personally came before me this day and acknowledged that he is the manager or agent authorized to execute pursuant to Section 18-407 of the Delaware Code, and that by authority duly given and as the act of the limited liability company, the foregoing instrument was signed in its name by its manager or agent. WITNESS my hand and official stamp or seal, this day of ,20 Notary Public My Commission Expires: WDATATLIENnOREENVILLE TIMBERLINDMERRINIONBAYTC FINAL COVS 111903.%vpd DATA\CLIENT\GREENVILLETIMBERLINE\MERRIMONBAY\COVENANTS MERRIMON 101503 revised five 101503\102003 revised 111003 rev c%v 111203 rev 111903 five rev 112003fwe R12938 Section . PROVISIONS RELATING TO WETLANDS All of the Properties subject to these Declarations, Conditions, Covenants and Restrictions shall also be subject to the following Special Provisions Relating to Wetlands. In developing the property, the Declarant has agreed with the Department of the Army Corps of Engineers (pursuant to a permit issued by the Corps of Engineers) to restrict and prohibit any future filling or other detrimental activities in the wetland areas which presently exist within the identified area of the property. Accordingly, all wetlands shown and delineated on the wetland survey plat dated ? and verified by the Corps of Engineers on shall be maintained in perpetuity in their natural or mitigated condition. No person or entity shall fill, grade, excavate, or perform any other land disturbing activities; nor construct any structures, nor any other agricultural use on such conservation area. Lot owners may trim or cut some vegetation, without the removal of stumps; for the enhancement of the view or value of their property. Benign structures, such as, but not limited to, pile-supported walkways, may be permissible only after reviewed and written consent is provided by the U.S. Army Corps of Engineers. A 20 foot easement for the construction of a driveway has been created for ingress and egress of lots 12, 13, 14 and 15, and these lots are exempt from this covenant for the purpose of constructing and maintaining the driveway. This covenant pertains only to lots conveyed within Merrimon Bay Subdivision, all property owned by Greenville Timberline LLC is exempt until such time as the final phase is recorded. This covenant is intended to ensure continued compliance with the mitigation condition of authorizations issued by the United States of America, U. S. Army Corps of Engineers, Wilmington District, Action ID 200301254, and therefore may be enforced by the United States of America. This covenant is to run with the land, and shall be binding on the Owner, and all parties claiming under it." 9?a4a a4WUW6M467W5?oc96, Jnc. ?niviernvnzeata? `?onaa/f??efa 9ast 4f?e -Tax 2522 9(dmvny&n, XA, Vatdina 28902 0 ,Q. 990-452-0009 5dctY. Jtmd -T.+y 9 5411. %V g4#. at". December 9, 2003 Mr. John Dorney ND Division of Water Quality 401 Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 RE: Merrimon Bay Subdivision, Carteret County, NC DWQ # 03-1410 Dear Mr. Dorney: Yai& >4 -q.y 5t a,?. 4f ?PauE ?(u?lttivillc .rlvrnua 380,5 %lWn gkn, ?f`B z4o3 WETLANDS 1401 GROUP DEC 11 2003 WATERQCACITySEp TlpA J We received your letter dated November 25, 2003 in which you request additional information about the above-referenced project. We are still in the process of obtaining some of the requested information, however we wanted to respond within the three-week deadline so that the permit application for this project is not withdrawn. Please place this application on hold until we have compiled the necessary information. Thank you for your assistance with this project. Please give me a call if you have any questions. Sincerely, Kim Williams Wetland Scientist Cc: Mr. Derrick Smith, Greenville Timberline F W A Michael F. Easley, Governor 6 r William G. Ross Jr., Secretary 6 North Carolina Department of Environment and Natural Resources w a ? Alan Klimek, P.E., Director . Division of Water Quality ' Coleen H. Sullins, Deputy Director Division of Water Quality November 25, 2003 DWQ # 03-1410 Carteret County CERTIFIED MAIL - RETURN RECEIPT REQUESTED Greenville Timberline, LLC 150 East Arlington Boulevard, Suite E Greenville, NC 27858 Subject Property: Merrimon Bay Subdivision, Section I To Whom It May Concern: On November 7, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to fill wetlands or waters for the purpose of constructing a residential subdivision in Carteret County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H .0500. 1. Please show all wetland impacts including fill slopes on the site plan. Need a lot layout at a scale of 1:100 (not 1:1,000), including septic field locations. 2. Please indicate all buffer impacts on the site plan. 3. Please indicate proposed lot layout as overlays on the site plan. 4. Please indicate the diffuse flow provision measures on the site plan. Please telephone Beth Barnes at 919-715-8394 if you have any questions or would require copies of our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H.0505(c). The processing time for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919) 733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn. Sincerely, JRD/bs cc: Wilmington DWQ Regional Office Wilmington Corps of Engineers Central Files ".I - Water Qualit7Ce f ication Program File Copy Kim Williams, Land Management Group, Inc., Post Office Box 2522, Wilmington, NC 28402 N. C. Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) (919) 733-1786 (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands) Customer Service #: 1-877-623-6748 R C(JEP; t 9?a4a ./u?zou?rix?iC 5"tA, ??zc• WETLANDS/ 401 GROUP &zuirmvnzentml VmeaaltanA ??,,,, „ - 0)e Vox 252,2 9(?l?&n, AW, V"na ,284o2 ?' c? 910--05,2-0001 9?.&a Se J(.! .y 5F' ?atdi. %(! ?k? ?((auson NOV 0 `? 2003 WATER QUALITY SECTION November 5, 2003 gaz& >4 A..oi %.l 9a h 3505 9fiiyA W& dwmm 9fWminytm, ? V 284o3 TO: Mr. John Dorney Division of Water Quality ?7A 1650 Mail Service Center., Raleigh, NC 27699 C1; t?, J a t DATE RE: 401 Water Quality Certification Application for the Merrimon Bay Subdiv spa Carteret County, NC Dear John: Enclosed is a 401 Water Quality Certification application for your review. This application is submitted on behalf of Greenville Timberline, LLC for Section 1 of a 620-acre tract located in Carteret County, NC. The applicant is proposing to build a subdivision within the tract. Although they have attempted to minimize wetland impacts through careful site design, a stream with adjacent wetlands bisects the property. A small road crossing is proposed in order to provide access to the northern and eastern sections of the tract. This crossing will result in wetland impacts (0.14 acre), stream impacts (60 LF), and buffer impacts (0.10 acre). The Pre-Construction Notification form, associated maps, and site plan are enclosed for your review. In addition, the $200 application fee is also enclosed. Please contact Larry Baldwin or me if you have any questions or if an on-site visit is needed. Thank you for your assistance with this project. Sincerely, Kim Williams Wetland Scientist Encl. Cc: Mr. Mike Baldwin, Baldwin & Assoc. Mr. Derek Smith, Greenville Timberline Ms. Noelle Lutheran, DWQ Office Use Only: Form Version May 2002 USACE Action ID No. DWQ No. -{ 1 'A I 1 °1 [` (If any particular item is not applicable to this project, please enter "Not App icable".or " W'.) 1. Processing J 1. Check all of the approval(s) requested for this project: DATE ® Section 404 Permit ® Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14: GC3404 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information 1. Owner/Applicant Information Name: Greenville Timberline, LLC Mailing Address: 150 East Arlington Blvd, Suite E Greenville, NC 27858 Telephone Number: (252) 355-9288 Fax Number: (252) 355-4740 E-mail Address: 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Ms. Kim Williams Company Affiliation: Land Management Group, Inc. Mailing Address: P.O. Box 2522 Wilmini,ton, NC 28402 Telephone Number: (910) 452-0001 Fax Number: (910) 452-0060 E-mail Address: kwilliamsnlmgroup.net Page 5 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Merrimon Bay Section 1 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 6494-02-89-0499 4. Location County: Carteret Nearest Town: Merrimon Subdivision name (include phase/lot number): Merrimon BqY Directions to site (include road numbers, landmarks, etc.): Take 17 N to 172 E to 24 E to 70 E Once past Morehead City, take left onto Merrimon Rd. Take a left onto Dollar Rd., which turns into 4 H Camp Rd This road runs into property (see vicinity map). 5. Site coordinates, if available (UTM or Lat/Long): 34.9719 N 76.6624 W (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): Total tract = 630 acres; Section 1 = 353.88 acres 7. Nearest body of water (stream/river/sound/ocean/lake): Neuse River / Adam's Creek 8. River Basin: Neuse River Basin (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: This site was previously in timber cultivation. Several logging roads and ditches exist throughout the property. Adjacent land use is undeveloped/timber cultivation or residential. Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: The applicant proposes to construct 78 residential lots and associated roads within Section 1 of this property. A track hoe and bulldozer will be used to truck in and level spoil material. The road construction will follow sedimentation and erosion control plans. Silt fences will be used to reduce erosion into adjacent wetlands 11. Explain the purpose of the proposed work: To build a subdivision and associated roads within the tract. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. 404 wetlands were delineated on site and Mr. Mickey Suga of the USACE confirmed the line on 7/23/03 The final wetland survey will be submitted to Mr. Sugg for his signature as soon as it complete V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate -and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 7 of 12 1. Provide a written description of the proposed impacts: The applicant proposes to impact approximately 0.14 acre of 404 wetlands 60 LF of stream channel and 0 10 acre of riparian buffer. 2. Individually list wetland impacts below: Wetland Impact Site Number (indicate on map) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream (linear feet) Type of Wetland*** 1 Fill/culvert 0.14 yes Adjacent (see below) Forested wetland * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, tin, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://,A,\%,\v.fema. gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: - 220 acres Total area of wetland impact proposed: 0.14 acre 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Site Number (indicate on ma) Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please specify) 1 Culvert/rip-rap 60 UT of Neuse River 10' perennial * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps arc available through the USGS at 1-800-358-9616, or online at ???iw.us?s.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., wvwlv.topozone.com, ???t?v.mapguest.com, etc.). Page 8 of 12 Cumulative impacts (linear distance in feet) to all streams on site: 60 LF 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: N/A No open water impacts. Open Water Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation N/A No pond impacts. If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. In the site design of this proiect. wetland impacts were avoided and minimized to the maximum extent practicable. However, one wetland finger bisects the property. In order to provide access to the northern and eastern sections of the tract, a small road crossing was needed. The current site plan was selected because it minimizes wetlands, stream, and buffer impacts by placing new road where a logging road currently exists. No other wetlands, stream, or buffer impacts are Page 9 of 12 VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.ne.us/ncwetiands/strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. Because wetlands stream, and buffer impacts have been minimized in the site design, no mitigation plan has been prepared. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wrp/index.litm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Page 10 of 12 Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ? No If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No ? If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) N/A It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify V Yes ® No ? If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* (square act feet) Multiplier Required 1 2 Total Gone t extends out.3u feet perpendicular from near oanK of cnannei; Gone z exienas an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. Proposed buffer impacts are less than one-third acre and the result of a road crossing. This use is considered allowable under the Neuse Riparian Protection Rule .0233 and does not require mitigation Therefore no mitigation is proposed XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. No impervious cover currently exists within the property. However, there are several dirt loaning roads Section I of the proposed project would create approximately 9.500 linear feet of roadway (60' wide) and 78 homes with driveways (average footprint 3,000 ft2 . Total proposed impervious cover would be approximately 19 acres which is 5% of Section 1. The applicant will install silt fencing around the construction area to reduce erosion into wetland areas. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. On-site septic tanks will be used. XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). A_ A Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 ?? t % r .s SITE 1} ; w ?r?(,?TI ? -?- - T- ? ?, `? r :\ .?i.°?^'a:• /. r ^? a ?-`.. - -, - r .- - i?. --------- ---- 7 J/ SCALE 1" = 2.4 miles Merrimon Bay NWP 14 Application Carteret County, NC Land Management Group, Inc. Environmental Consultants Wilmington, N.C. November 2003 Figure 1. Vicinity map. TopoZone - The Web's Topographic Map, and more! Page 1 of 1 -.` f ,;° '? r?a1C this map ?J , ?v''? P? - ?L I s _ -\Zw J, + u o, i, q2 joco We L511 M5. MOP R T.Lln"-M-017 Get Quad Info 34.9719°N, 76.6624°W (WGS84/NAD83) USGS Merrimon Quad Topo Download TopoZone Pro elevation display I -.. Photo Download USGS Topo Maps tooozone (' 1:24K/25K Series r 1:100K Series r 1:250K Series Map Size Q' Small Q' Medium r Large View Scale 11.: 100,000 Coordinate Format DD.DDD Coordinate Datum WGS84 F Show target Email this map Bookmark this map Print this map Update Map lip Cw,??i'?1?C31,?nafa?rt i+ },2 ?r V ti L .` lz .. ?C4 rimy 0 1 2 3 4 0.6 1.2 1.6 2.4 TopoZone.com © 1999-2003 Maps a la carte, Inc. - All rights reserved. Use of this site is governed by our Conditions and Terms of Use. We care about your privacy - please read our Privacy Sta FIGURE 2. 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November 2003 SCALE 1"= 100' Figure 5. Road crossing showing wetlands, stream, and buffer impacts. 10/31/2003 08:37 2523554740 TIMBERLINE LAND CO S$nt By: LAND MANAGEMENT; 910 452 0060 ; Oct-29-03 3:19PM; AGENT DISCLOSURR FORM TO WHOM IT MAY CONCERN: PAGE 02 Page 2/2 [/We, the under3ig=4LL hereby authorize Land Management Group, Inc, to act as our agent in the preparatioa and representation of information related to the permit application for the Men-imon Bay tract in Carteret County, NC. All questions inrcgads to this project should be dirocted to Land Management Group, Inc. Sinccrety, Owrtcr/Applicant Date 9-and a t 5wf'o' Jnc. &11&*ta7WWn&1 Vanaa&ain& gcut 61fa e .fax 2522 9(Wminy&n, ?1i,,& Taealina 28402 9d 910-452-000,- 00&a 2. TO: Mr. John Dorney November 5, 2003 WETLANDS/ 401 GROUP NO V 0 `I 2003 WATER QUALITY SECTION • _ >4 •r r _T Lly_'a hC//.' Y.A , ?,d. ue 3sos 94, 9(ilm4V&n, ? & 28408 Division of Water Quality r 1650 Mail Service Center Raleigh, NC 27699 RE: 401 Water Quality Certification Application for the Merrimon Bay Subdivision Carteret County, NC Dear John: Enclosed is a 401 Water Quality Certification application for your review. This application is submitted on behalf of Greenville Timberline, LLC for Section 1 of a 620-acre tract located in Carteret County, NC. The applicant is proposing to build a subdivision within the tract. Although they have attempted to minimize wetland impacts through careful site design, a stream with adjacent wetlands bisects the property. A small road crossing is proposed in order to provide access to the northern and eastern sections of the tract. This crossing will result in wetland impacts (0.14 acre), stream impacts (60 LF), and buffer impacts (0.10 acre). The Pre-Construction Notification form, associated maps, and site plan are enclosed for your review. In addition, the $200 application fee is also enclosed. Please contact Larry Baldwin or me if you have any questions or if an on-site visit is needed. Thank you for your assistance with this project. Sincerely, Kim Williams Wetland Scientist Encl. Cc: Mr. Mike Baldwin, Baldwin & Assoc. Mr. Derek Smith, Greenville Timberline Ms. Noelle Lutheran, DWQ Office Use Only: Form Version May 2002 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ® Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14; GC3404 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information 1. Owner/Applicant Information Name: Greenville Timberline, LLC Mailing Address: 150 East Arlington Blvd, Suite E Greenville, NC 27858 Telephone Number: (252) 355-9288 Fax Number: (252) 355-4740 E-mail Address: 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Ms. Kim Williams Company Affiliation: Land Management Group, Inc. Mailing Address: P.O. Box 2522 Wilmington, NC 28402 Telephone Number: (910) 452-0001 Fax Number: (910) 452-0060 E-mail Address: kwilliams@lmgroup.net Page 5 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Merrimon Bay' Section 1 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 6494-02-89-0499 4. Location County: Carteret Nearest Town: Merrimon Subdivision name (include phase/lot number): Merrimon Bay Directions to site (include road numbers, landmarks, etc.): Take 17 N to 172 E to 24 E to 70 E Once past Morehead City, take left onto Merrimon Rd. Take a left onto Dollar Rd., which turns into 4 H Camp Rd This road runs into property (see vicinity map). 5. Site coordinates, if available (UTM or Lat/Long): 34.9719 N 76.6624 W (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): Total tract = 630 acres: Section 1 = 353.88 acres 7. Nearest body of water (stream/river/sound/ocean/lake): Neuse River / Adam's Creek 8. River Basin: Neuse River Basin (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: This site was previously in timber cultivation. Several logQina roads and ditches exist throughout the property. Adjacent land use is undeveloped/timber cultivation or residential. Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: The applicant proposes to construct 78 residential lots and associated roads within Section 1 of this property. A track hoe and bulldozer will be used to truck in and level spoil material. The road construction will follow sedimentation and erosion control plans. Silt fences will be used to reduce erosion into adjacent wetlands. 11. Explain the purpose of the proposed work: To build a subdivision and associated roads within the tract. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. 404 wetlands were delineated on site and Mr. Mickey Sut* of the USACE confirmed the line on . nature as soon as it 7/23/03 The final wetland survey will be submitted to Mr. Su i for his sig complete V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate -and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 7 of 12 1. Provide a written description of the proposed impacts: The applicant proposes to impact approximately 0.14 acre of 404 wetlands 60 LF of stream channel and 0 10 acre of riparian buffer. 2. Individually list wetland impacts below: Wetland Impact Site Number (indicate on map) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream (linear feet) Type of Wetland*** 1 Fill/culvert 0.14 yes Adjacent (see below) Forested wetland * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://w,?N,%v.fema.fov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: - 220 acres Total area of wetland impact proposed: 0.14 acre 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Site Number (indicate on ma) T}pe of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please specify) 1 Culvert/rip-rap 60 UT of Neuse River 10' perennial * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at ,%v w.usgs.cov. Several internet sites also allow direct download and printing of USGS maps (e.g., «ti?w.topozone.com, "vtiv%v.mapguest.com, etc.). Page 8 of 12 Cumulative impacts (linear distance in feet) to all streams on site: 60 LF 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: N/A No open water impacts. Open Water Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation N/A No pond impacts. If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. In the site design of this project, wetland impacts were avoided and minimized to the maximum extent practicable. However, one wetland finger bisects the property. In order to provide access to the northern and eastern sections of the tract, a small road crossing was needed. The current site plan was selected because it minimizes wetlands, stream, and buffer impacts by placing the new road where a logging road currently exists. No other wetlands, stream, or buffer impacts are requested. Page 9 of 12 VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource-will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/strm,gide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. Because wetlands, stream, and buffer impacts have been minimized in the site design, no mitigation plan has been prepared. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Page 10 of 12 Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ? No If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No ? If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) N/A It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ® No ? If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* (sqImpact uare feet) Multiplier Required 1 2 Total • "Lone I extends out 3U teet perpendicular from near banK oI channel; Lone L extenas an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or .0260. Proposed buffer impacts are less than one-third acre and the result of a road crossing. This use is considered allowable under the Neuse Riparian Protection Rule .0233 and does not require mitigation Therefore no mitigation is proposed. XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. No impervious cover currently exists within the property. However, there are several dirt logging (60' wide) and 78 homes with driveways (average footprint 3,000 ft'). Total proposed impervious cover would be approximately 19 acres which is 5% of Section 1. The applicant will install silt fencing around the construction area to reduce erosion into wetland areas. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. On-site septic tanks will be used. XIIl. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). A-43 Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 ??I"' ,^. ?_ \ S \? ? J •,\' Iv....+. •v h..r _ fir! • ,L--?? SITE O C ti Jo- j?n I r a t ! `kst i t.r+5urly fu+wwh L? ?... ?/\ \'` .? ? sp' by 1 y. ?x r"J y ,? ?? >) f^-•?. \: 411fLn'WHil iMrty t \ ? fl i{F.S ??\ \ ., ,17 J.. 1 ! ? % Je?? J ?P \j ? yr. J? ^ PL r ? CC!{r ! !.r I r w ?J\ \ \S li !, '? fY ? C?,! ?: y .?"//('.,S h , 1? ??` -J? >w _ r??i •? --------------- 01 i -C ?? 1 I I I t I t! ?'i ???\ tam ---'1 4r _?__._ -----* - SCALE V = 2.4 miles Merrimon Bay NW 14 Application Carteret County, NC Land Management Group, Ina EwsimnmcnW Consultants Wilmington, N.C. November 2003 Figure 1. Vicinity map. TopoZone - The Web's Topographic Map, and more! 0 -U0ZW1 lqc? ? n F Get Quad Info I Topo Download Photo Download I ?--? - USGS Topo Maps 1 to-OZOne R 1:24K/25K Series r 1:100K Series r 1:250K Series Map Size Small Medium Large View Scale 1 : 100,000 Coordinate Format DD.DDD Coordinate Datum WGS84 - F Show target Email this map Bookmark this map Print this map Update Map Page 1 of 1 ?yak this map F O .Tt E`S 7 34.9719°N, 76.6624°W (WGS84 /NAD83) USGS Merrimon Quad TopoZone Pro elevation display ?????1YJC3t?naEacaR° 1-c f* ,it IJO E C rim} 1 0.6 1.2 1.8 2.4 TopoZone.com © 1999-2003 Maps a la carte, Inc. - All rights reserved. Use of this site is governed by our Conditions and Terms of Use. We care about your privacy - please read our Privacy Stz FIGURE 2. TOPOGRAPHIC MAP http://Nvww.topozone.com/map.asp?z=18&n=3 871186.00005307&e=348241.999994843 &... 11/3/2003 1 t SCALE V = 2000' Merrimon Bay NWP 14 Application Carteret County, NC Land Management Group, Ina Environmental Consultants Wilmington, N.C. November 2003 Figure 3. SCS soils map for Carteret County. Y YS Y"'P ?3//?? ? '1 A X jkil? .Y ? ,y Sb Qf "g ??? R ?EE?ERSR B io i "AM - t {/ k??! ? // k l; ? ? •.'? sip; ••.. ,,,,,M ,,,,?,,,,,, // t t / k k 11 k ? 1 k ? ? } l i:,'1"C•..n j?JS?? R?Ee tn;? -=fd7.`Q, ??R M:? 4 r 1 / / / / r pp= ?Ff?? / 1 1 / / r b { 1 1 ! .4 .S •./ O 6 L 1 ?1 cm 1 1 1 1 I I I I 1 fl - III II ?q1 tlMy1Y I 41 ? 1111 I I ,:III II 1 II ?pKZ?O? ?? MCI qSM. N a4oWr?, A(nA POD W Cpl ? ?'? "O ?'1 © ®r. 2f ' ?' s -l C m V/ PH m D z R ym? ? ?° ? mod o ?_? z mP; = eP?v. r p g ..r - z Muf Q??°?_? ^e= USE wa- 89H I ?? abg R s ?p Not .nP?a r ? r? 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C ^1?, / ,jy t {t t yak tl k t pg 6i r ,a I 1 ? r/ /` nr:. t 1 r ?„+'k'•`?'+ E 4im k S F N?aIN NC LkiO (1483) ??_-?" sloudwi jognq puu `wuajIs `spuullom fuimogs Ouisson puod •S ojnOi j AI = ,I H'IVDS £OOZ loqulanoN ON `,,4unoD laialzuD 'D N `uOlOullutlM uoiluoilddV N dA1N sluclInsuoz) I Clujwuon,nug •aul Iduojg luatua?vrrvff ptcv7 ?iug uouziuay?l (d'I 09 `Z#) umo4s of sloe uu Paso old (ou 01.0) siognq of sloudwi pasodo.rd iogng uuuudnj ,OS - - Iauuugo uzuauS (ou bt'0 `•I#) spuuliaM bob of slouduu posodold spuulPAA, bob 9aa e /Ui20 LfifL? ey'12G. ?za,am? a?raccC?airita WETLANDS/ 401 GROUP god Cl)&e -'Vox 2522 NOV 0 7 2003 9fMminytan, XA, Tmdma 28402 J. 9X-452-000.- WATER QUALITY SECTION 10/31/2003 08:37 2523554740 TIMBERLINE LAND CO PAGE 02 Sint By: LANG MANAGEMENT; 910 452 0060 ; Oct-29-03 3:18PM; Page 2/2 II AGENT DISCLOSURF FORM TO WHOM IT MAY CONCERN: [/we, the t1Wc 9914 hereby authorize Land Management Group, Inc. to act as our agent in the preparation and representation of information related to the permit application for the Men imon Bay tract in Carteret County, NC. All questions in regards to this project should be directed to Lund Management Group, Inc. Sincere}y, Owner/Applioant h9 mod-ate Date WETLANDS 1401 GROUP 9W 0f? -Taz 2522 9(Wminyka, ?Yott/z Vmd,na 28402 JW s1o-452-coos 5Zo? 2. Jtou! 9V. Y1,#.. 'a... 5.V_?F X_ November 5, 2003 NOV 0 7 2003 WATER QUALITY SECTION 9.& >4 .Y805 ?lu?,r/e?vi!!e .x1 Wminy&n, 46 2swi TO: Mr. John Dorney Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699 RE: 401 Water Quality Certification Application for the Merrimon Bay-Subdivision Carteret County, NC ` „ ,O -- Dear John: DATE Enclosed is a 401 Water Quality Certification application for your review. This application is submitted on behalf of Greenville Timberline, LLC for Section 1 of a 620-acre tract located in Carteret County, NC. The applicant is proposing to build a subdivision within the tract. Although they have attempted to minimize wetland impacts through careful site design, a stream with adjacent wetlands bisects the property. A small road crossing is proposed in order to provide access to the northern and eastern sections of the tract. This crossing will result in wetland impacts (0.14 acre), stream impacts (60 LF), and buffer impacts (0.10 acre). The Pre-Construction Notification form, associated maps, and site plan are enclosed for your review. In addition, the $200 application fee is also enclosed. Please contact Larry Baldwin or me if you have any questions or if an on-site visit is needed. Thank you for your assistance with this project. Sincerely, Kim Williams Wetland Scientist Encl. Cc: Mr. Mike Baldwin, Baldwin & Assoc. Mr. Derek Smith, Greenville Timberline Ms. Noelle Lutheran, DWQ Office Use Only: Form Version May 2002 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing Check all of the approval(s) requested for this project: ® Section 404 Permit ® Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14; GC3404 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete section VIII and check here: ? 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information 1. Owner/Applicant Information Name: Greenville Timberline, LLC Mailing Address: 150 East Arlington Blvd, Suite E Greenville, NC 27858 Telephone Number: (252) 355-9288 Fax Number: (252) 355-4740 E-mail Address: 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Ms. Kim Williams Company Affiliation: Land Management Group, Inc. Mailing Address: P.O. Box 2522 Wilmington, NC 28402 Telephone Number: (910) 452-0001 Fax Number: (910) 452-0060 E-mail Address: kwilliams@,Imgroup.net Page 5 of 12 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Merrimon Bay Section 1 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3. Property Identification Number (Tax PIN): 6494-02-89-0499 4. Location County: Carteret Nearest Town: Merrimon Subdivision name (include phase/lot number): Merrimon Bay Directions to site (include road numbers, landmarks, etc.): Take 17 N to 172 E to 24 E to 70 E Once past Morehead City, take left onto Merrimon Rd. Take a left onto Dollar Rd., which turns into 4 H Camp Rd. This road runs into property (see vicinity map). 5. Site coordinates, if available (UTM or Lat/Long): 34.9719 N 76.6624 W (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) 6. Property size (acres): Total tract = 630 acres; Section I = 353.88 acres 7. Nearest body of water (stream/river/sound/ocean/lake): Neuse River / Adam's Creek 8. River Basin: Neuse River Basin (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: This site was previously in timber cultivation. Several logging roads and ditches exist throughout the property. Adjacent land use is undeveloped/timber cultivation or residential. Page 6 of 12 10. Describe the overall project in detail, including the type of equipment to be used: The applicant proposes to construct 78 residential lots and associated roads within Section 1 of this property. A track hoe and bulldozer will be used to truck in and level spoil material. The road construction will follow sedimentation and erosion control plans. Silt fences will be used to reduce erosion into adjacent wetlands. 11. Explain the purpose of the proposed work: To build a subdivision and associated roads within the tract. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. 404 wetlands were delineated on site and Mr. Micke?Sug of the USACE confirmed the line on 7/23/03 The final wetland survey will be submitted to Mr. Sugg, for his signature as soon as it complete V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate -and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Page 7 of 12 1. Provide a written description of the proposed impacts: The applicant proposes to impact approximately 0.14 acre of 404 wetlands 60 LE of stream channel and 0 10 acre of riparian buffer. 2. Individually list wetland impacts below: Wetland Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (yes/no) Distance to Nearest Stream (linear feet) Type of Wetland*** 1 Fill/culvert 0.14 yes Adjacent (see below) Forested wetland * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (F-11 ), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://xxA-%,\v.fema. gov. *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/salt-,vater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only). List the total acreage (estimated) of all existing wetlands on the property: - 220 acres Total area of wetland impact proposed: 0.14 acre 3. Individually list all intermittent and perennial stream impacts below: Stream Impact Site Number (indicate on ma Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please specify) 1 Culvert/rip-rap 60 UT of Neuse River 10' perennial * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. ** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at «-A'%v.us-,s.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., NNINjv.topozone.com, v?1«v.mapguestcom, etc.). Page 8 of 12 Cumulative impacts (linear distance in feet) to all streams on site: 60 LF 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.) below: N/A No open water impacts. Open Water Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) Name of Waterbody (if applicable) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 5. Pond Creation N/A No pond impacts. If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. In the site design of this nroiect. wetland impacts were avoided and minimized to the maximum extent practicable. However, one wetland finger bisects the property. In order to provide access to the northern and eastern sections of the tract, a small road crossing was needed. The current site plan was selected because it minimizes wetlands, stream, and buffer impacts by p? lacing the new road where a logging road currently exists. No other wetlands, stream, or buffer impacts are requested. Page 9 of 12 VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http-.Hh2o.enr.state.ne.us/newetiands/stn-n,gide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. Because wetlands, stream, and buffer impacts have been minimized in the site design, no mitigation plan has been prepared. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at (919) 733-5208 to determine availability and to request written approval of mitigation prior to submittal of a PCN. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wr2/index.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: Amount of stream mitigation requested (linear feet): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Page 10 of 12 Amount of Non-riparian wetland mitigation requested (acres Amount of Coastal wetland mitigation requested (acres):- IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state) funds or the use of public (federal/state) land? Yes ? No If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No ? If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) N/A It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes N No ? If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* (s uarre pact feet) Multiplier Required Mitigation 1 2 Total • Zone I extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. Page 11 of 12 If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213 .0242 or .0260. Proposed buffer impacts are less than one-third acre and the result of a road crossing. This use is considered allowable under the Neuse Riparian Protection Rule .0233 and does not require mitigation Therefore no mitigation is proposed. XI. Stormwater (required by DWQ) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. No impervious cover currently exists within the properly. However, there are several dirt logging roads. Section 1 of the nronosed nroiect would create approximately 9,500 linear feet of roadway (60' wide) and 78 homes with drivewavs (average footnrint 3,000 ft`). Total proposed impervious cover would be approximately 19 acres which is 5% of Section 1. The applicant will install silt fencing around the construction area to reduce erosion into wetland areas. XII. Sewage Disposal (required by DWQ) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. On-site septic tanks will be used XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). A-43 Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 7w: I fir' i,- t Ilk , '??}'W SITE 7" 7 Q I^ G 1 =? 1 L '? -:;x - 4 i' ?•?'`yfYT?, ? ?` t i i 1 ? ?j ? 1w,Tw,y Brxan Li I _ /'? `".. \'` s +,W rrL ,l ` 1. 1. (fir '`j _' ? ?. r •• t? I ? , l c? ? _. ??ti. j / ?i ? _ ? y ` , / T\ \111 .{1,. __.? ?\t._..' y_ ._._ a. ? ? ??i .?'!r.•. ?~,+:iti? ,?. ?r11. --i .. _.?_?' _....}ti" 'y: f r' - - - - - - -- - - - - - - ` r- J'` / i 1 - V SCALE 1" = 2.4 miles Merrimon Bay NWP 14 Application Carteret County, NC Land Management Group, Inc. Environmental Consultants Wilmington, N.C. November 2003 Figure 1. Vicinity map. H? H? W N O 0 w 71 C DO fV u 0 u 2 n D C to 0 s N Ln to 0 3 (D a tS 0 0c iD N go :3 3 a (D O 3 O CL iD (D tD 3 N 0 o w C 3 ? zD (n tv ID n a v Di (D a' 0 .7 0 . 0 D c G =r aL; 2,3 (D tL (D vt a (D d a 0 C 1 m Ul of o , o r r N N r? ao w NI A A w c 0 O (Td C 0 0 p ~ N r N -I -? 7*3 ?!G0, o,•• 6, 3 cn o °o p 0 rt? ad S pa ?S'a _a a O O O CO 7 o O tD c tv ( V to =1 :3 0 V, m Zvi (r / tD 0^ n , vi 3 1 Di ° O SL (D tD v0, W, 6 0 w 1° c 3 v v '0 3 m ? 3 / a a J/ r' r r ?s a ? 1 ? Y { y i? 1 yy G) O nr CL 0 w -A ? V O N C z O .°3rn O (D N (D O v O• ? A G) ° CO to CL E Z -< D co w ? r} 7' yJ I?1 i`I'?' 1 I 1 ?f = 1,4 lww A); «!! ? ,? ? kill I ? ?/ -sN 11 CS Ar4 i fE1' k AsA ?r A t A9. - All' AaA StA t , E / M3 J1. p? f''? / {., chap I `. AaA SCALE 1" = 2000' Land Management Group, Inc. Merrimon Bay Environmental Consultants Figure 3. SCS soils map NWP 14 Application Wilmington, N.C. for Carteret County. Carteret County, NC November 2003 11 m VJ --I Tm V r z S S / O 09 0 O p 'ke y 00 .P Oy •f f y ? S } 0 to « 1 - ? « ? 1 « 1 ? ?1 ! 1 ? 1 1 y 1 1 k 1 1 1 Y OO k« ! «// ?t11! s YS gnu. Al- fly MUM : F^ =,.nl??rpR.+Rc .C..•' ,p 192199- ....... •L? •??N.• `x € 41M r F Jul © t / ! Y ? ? ?3gN? N ? _ 1! % C 151; CpGQIY?c. ?? V uo8 b FT I to€maale!zt s€??y?EB?w`?`$'?R4A?"?1Its vu 1111 p11 11111,E i VAN tE FF £ @ggg 1 W?" eeY 5 Fh 2 g: ?m 4 0 B1g Z =mom " Pam O WHO INS Aa INS I g9?'", ?"g a .gam ? t? g iP °?F;p^ gig"i r? D k ago VMS A fit Q €o u; N a N it F-TH C? WH a? o O ' ?sg £ ""ass "? -{ z C) O NOW ss r aeon ?7 MA 5:4 co FPO N AM M q >E •--?--? c = R . n 4 O N m ?P D 0 M ZW7 z u? Z ? 11 g N a O o T g $. 6 f $ lip y r o y µ 8. 1 X@ 5i « 1 « k t y T 1 ? SL K. 1 t t 47 }' a 0 ® ?' f k ! 11 V \ RID F- mz 0D 070 ??r VVV O --U = A? M D E1 H ` Z (O ? O A ?U O ? O U / / co Dri Z S tSftvSbffb9fS ?«?? - t kRRk F????3??? Mining I o 0 1m1 .8088088 T LE N? O O ??L L?kkkk RR RRR ' pm° o `^`^I`a^I`a^?o?ooooooa Rte: ?m.r > -4 - U?oov es-N l m 4 Y g?? \S C O Z m ° ohs 1 1 1 1 I I I I I ?` II111 I a, { 11 I .11 it 7 ;°oo?mn" to ?. D s . AN{AOI, ? -,W ?NUUV tb <' ? ? I S t ?k 40* to to :?4f1"1( k t 11 « 22 a I ./' wP.o 1 21, , , ? t ,?f,l « «, S 1 / 6 f 1 T;,kt1i « too t 1/ « 3 y} ?? • ?1• a t yV„'tcr ? S ? ? S ?g t 1 i ? Gfy? y} 1 T a t r S SNM+IN ec cwo f?IeS - L 404 Wetlands E Proposed impacts to 404 Wetlands (41; 0.14 ac) - Stream Channel - - 50' Riparian Buffer Proposed impacts to buffers (0.10 ac) Proposed impacts to stream (#2; 60 LF) Merrimon Bay Laird Alanagement Grotip, Inc. NWP 14 Application Environmental Consultants Carteret County' NC Wilmington, N.C. November 2003 SCALE 1" = 100' Figure 5. Road crossing showing wetlands, stream, and buffer impacts. 10/31/2003 08:37 2523554740 TIMBERLINE LAND CO +t By: LAND MANAGEMENT; 910 452 0060 ; Oct-29-03 3:19PM; 11 AGENT DISCLOSURF, FORM TO WHOM IT MAY CONCERN: PAGE 02 Page 2/2 Uwe, the under: ig=d, hereby authorize Land Management Group, Inc, to act as our agent in the pie parutina and representation of information related to the permit application for the Menrimon Bay tract m Carteret County, NC. All questions inrcgards to this project should be directed to Land Management Group, Inc, Sincerely, Owner/Applicant h9 OTC Daze DWQ# a Si110 Plan Detail Incomplete Date ?' 0 3 Who Reviewed: t4 ?nv n ? Please provide a location map for the project. ? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. Please show all wetland impacts including fill slopes on the site plan. ` d- Lot Please indicate all buffer impacts on the site plan. _} L Please indicate proposed lot layout as overlays on the site plan. 1,,Do Sly, Ij4w, 1y5tnl tv? v? J r1?1c ? Please indicate the location of the protected buffers as overlays on the site plan. 4a_ I d oG ???' ?? ZS ? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. ? Please provide cross section details showing the provisions for aquatic life passage. ? Please locate any planned sewer lines on the site plan. ? Please provide the location of any proposed stormwater management practices as required by GC ? Please provide detail for the stormwater management practices as required by GC ? Please specify the percent of project imperviousness area based on the estimated built-out conditions. ? Please indicate all stormwater outfalls on the site plan. Please indicate the diffuse flow provision measures on the site plan. ? Please indicate whether or not the proposed impacts already been conducted. Avoidance and/or Minimization Not Provided ? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why it is necessary for this project. ? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the . Please revise the plans to avoid the impacts. ? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the . Please revise the plans to minimize the impacts. ? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater can be discharged through the buffer. Other ? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please provide $ . This additional fee must be received before your application can be reviewed. ? Please complete Section(s) on the application. ? Please provide a signed copy of the application. ? Please provide )n copies of the application, copies of the site plans and other supporting information. of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The .onform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed. ate which 404 Permit the USACE would use to authorize this project. AGEM',Y-NT GROUP, INC. 21971 LAND MAN ENVIRGN MENTAL CONSULTANTS North Carolina Division of Water Quality , 11/5/2003 Date Type Reference Original Amt. Balance Due Discount Payment 11/05/2003 Bill Permit Fee 200.00 200.00 200.00 Check Amount 200.00 N01103S Alildflb ?31bM CK. NO CON 1, 0 AON DATE dn0Nq &ISONVI13M Coastal Federal Bank 401 Water Quality Permit Fee 200.00 1 J~h.~. hJ\~l lJ~l` ~l/`~. Al\J. h/\~l hhh p 1 J..hl~ Mh Mil J\M ~lJ\J` h~V. JvIJ~ ~ ^ry ~ .qb PROPERTY LINE ~ M~ h./.ti M~ M~ ~..1`ti ,`p ~ 75' SETBACK FROM Og yG .~1'i JI(/• NORMAL WATER LEVEL J\~lA ll.J. J\Al. ~l.J\J` J.M .tilJ. J.J.~I 99 yb ~y1 ti .y0~ ~ ~ ~ ~ 0~ X00 1 ~ ~ ~ ~ ~ ~lM J\hJ~ ~l.hA AJ..I~ J.h...l .l~l.l J\~J~ ~ / y` ~ A~...l ~l~v. h./LJl JJ..I Jvl~ h.~..l ~1 .G ~'-i~+~,•":;:w;~_va:;~i-r,.'s.:e,~~M~,._~`•!G ~ ~ ~ .•g, y-~A404 WETT.,4NDS~~~~f~. la J\J,•% .l.h.,l J.,\.A i1.,v.. x:T`''ax~:= - ,:.r. - JJ`!~ J\./~h h.M ~lJ..l` ~A J\.h.h. .01 • ~ s.;: o-.;r rf~:~oz',~,: rrv zxwe.. W. 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J.hJ~ AJ.J\. 0 0 iYF•" ~ ?G ~ O • , ..~grri...... 7:y6rr • Jp. 4.- 21 ~ ) ~lJ..l~ Jell r:.iii::ci:•' ~ .`jb ~ LOGGING AND ~l,M .M.~l .AJ.~. h.M hJvl hM ~p ~ ~,L ry.. ~ ~ ,v. ~ ern ' ~ lP HYDRO-AXING IN THIS AREA .ry 0 'h:::::;::•:" ~ MI6 ~Z! cP..~, ~ 20 JvI.I~ l.J\J~ 0 W ..h........ y` .s to APRON DESIGN-FES t0 ADAMS CREEK o ~ ~ ~ ~ ~ ~ ~ ~ 0 ay 3.4 M~ ~M M~ M~~'\ 404 WETLANDS 19 0=5.22 CFS WIDTH 0 FES=4.5' h.l\A lvlJ~ yc ala ~ ~ ,BOUNDARY / tS .h.::~:;~ ~ J~ G ~ ~ ~ ,IG .,.:x m / / 2.636 ACRES WIDTH 0 ENO=11.5' J\J`/l ~ _ J\J\~ ~IJ~A Jv~il JvIA hM r -Sar alb ~ ~ ~ 8 T SEDIMENT TRAP# 23 LEPTHH 210' VOLUME ; 414 CF SEDIMENT TRAP# 24 WEIGHT=7 TONS .ll.~l hJ.h J.hJ. J\hh 1 s~ ~~~z~Z*~~c ud ~ ~ °c 2.584 ACRES 4,r.-..~r7N / .2 A SIZE : L=ZO VOLUME :720 CF W=11' SIZE ; L=20' p .y `116 dP~~:?(_x~i3}P~dwYL,-~X.f}A _°:ra~ :''~"~-.vl. ~:a.:..: 'J 9 .`jb , '3!„-'SM!':.gai4.x~;ym r2x' : .I D=2' W=12' S6 LF 18" RCP D=3' 00.309: W/ 2-FES ilhl~ ,~.~l..l J\.h..l ~.1~ J.N. 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J~AI\. ,,~~s:.>::.._.._,. : r - ,f• .2?SR4:.Y.~S'::A!!~:4SY.4:~r "'.::a*~ 1 a~ a wnxs k: ~ ' ~•a ~ 55•pp SEDIMEN7 TRAPS 22 .Q, .,s,.;~~1•5' s.s ~ , 1 ~iiiir'•.ar?i' ~xw~;n;K~z=~~r;_~.,. r ' J AAA AAA hAA AM p~` 75 SETBACK FROM "~-u~~~"R~ r 2.564 ACRES 9 9 ,9 VOL ME .468 CF . ,l 0::::'.::•::.'`• / NORMAL WATER LEVEL , •3 ;a-~~~ r \ 7 / ~~.,,x~w:~:~.,:~_: , • OGGING AND AAA J.AA ,~..~o::• • _ 9 1(DRO-AXING a x3.7 x3.7 i I 0=2' .,;:_~T / r .s::~:. ~ / IN TNIS~ EA 6. t~ , .o ~ . w'~ ~ ~ CLEAN OUT & FILL AAA J.J\J. J\.I\J~ hAA J~AA AAA 1 B =~:,.a~ 10 .7 DS 1 .7 / 9 1. ~ DITCH W/ SUITABLE p0 ~ ;ra°~s--- ~ J ~v,~ PO% ~ NATIVE MATERIAL ~ / -.d404 WETUW _ , o/ po J.~+l JvIJ~ AM ~M J~/\A AJ..h r / 1 .8 .4~ `l 2 I' a. t W~~~ •:i~ s~:~1 ~ o AAA A.ti~ .u~I~. AJJ. J\AI. 0 ~ ~::;t~' 1} a 0~ , I xt~ ~ ~ ~s;~. rE'!.,>~ , CLD O \ .::::..Z.•.•::.::: 1 i 9 ,~.e , $ I •o vz~p,~;y;'4"?i 'J - CRES cLD ~ +.r s \ SEDIMENT TRAP/ 20 AAA AAA AAA AAAO 15 ` ~ ~ / 2.496, ACRES 7 ~ ,{g/ (C~`\ I 0 ~ I o , ~~e ~ Te ~ VOLUME ; 720 CF 0 1.041 ACRES ash 0 `t°j~ , ' ;°i rB 178 SIZE ; L=20' J`M ,~M J~hA 50' NEUSE RIVER _ , ~ 3.2`\ \ I Q 10~':' / RIPARIAN BUFFER i 2.2 . ~ `NO ~ ryry ' 6 ~ cLD D=3' , ~ AAA AAA AAA AAA AAI. ~i':' t.s ~ / ~ ~ . \\RO~.~\ ~y oo s s / x 6~ On i' ~ ~ 3. z ~ / 1.4 CJ.EAN OUT do Flll . . ` GI 0 J.J.h AAI. AAA AAA 1~..~ 7; / DITCH W/ SUITABLE 1 ry I m - ~ N' l~.i r~ r• I ~~K. -..SE A ~ y I ~ SEGMENT TRAPS 21 ,.`.:6~`:•::• / ~ ,/NATNE MATERIAL _ \ I 7. i 45 AC ~ ~0 ~ I - VOLUME .936 CF ' ~ 0 CH TB c SIZE : L=26 \ .1a IAA JvIA AAA AAI~ / ~ cD c:''~`.:,fif.-iwu?z~.;r~ CLD a.3i ~ ' ~ ~ ~ W=1?' 'S°~• • ~ 14 1 0. M T APRON iDESIGN = F, • 5..: • . 2.599 ACRES ~ _ a ~ t AAA NWL Is 51 ...*~~GG~... / ~-a.:_..~ . 0 P / -~._::«x•;t_:!s.}1~'s:~~!: r SEDIMENT ' .3 SEDIMENT TRAP~27 I \ 0 ~ t~ 1D L 1 X 0' Z _ ~ t3 ~ ` Q ~ 4A< PROPERTY LINE 6 • ~ zi:K:::#::'x•+~iHiSiii:7+ti:i".tF3"5~:: / \ '1' p~ ~%4~5;3';~~i'.`~ DAM 41 VOLUME :153 CF ~ . ~ •.1.:~•::;••• ..r~?"~'xe:rx,;K.s;. ;~&;;;=;.sx~o;~:;c,.=rxr~:-' 0(F _ 2.8 l O 9~ DEPTHIa 22" ¦ ASIA JAM ~ s w- ..~,,~:_~=~:.,.n•,.:.::::. ~.....'~w N SIZE : L-43 x ' 1.141 CR S / .:.;:,sarm:~ra~~:c:'}h:<•`"sw.„::yr~r,;~::~`rz~s:~~z>~z=:~i~.';~:asiaN~wua:>~~~'s'ti' _ ~ ,xv sa?iEifid!*S`hEf~s'r.~~''- MI6 '^~R3,:~¢:;:.,~,.t7r•:°,~,I.~~.,,-.-t r- 1.1416ACRES 0^ re WEIGHT = 9 TONS i• 0 V J a.~ ~ r~ to ~ ~.5 CLD / l`I\.I. AAA ~ P_.=.;;~ _,.;x.,.. ~ ,a_ . X510 f ?09 CH .D=3 ~ ~ ? ~ j ~o- ~ 404 WETLANDS x ~ BOUNDARY . - C i 1 J 9 3.6 / ~ / JAG ~ -.:w.~_~x-~.. (NEW DITC • SO)70 pfs Xs . 4s- AJ\h , ti / / yb INV. 0.50 M r ~ 4.t ~ 4.118 ~ ~ l i :I !4 6 ~ • ~ ,I(~ ~ SIG ~ ~ 0 0 DIMENT TRAP# ~ 2 ~ .....iiri~i. ~~~n>!w:....>~:, 1]$ fAS R91 VOLUME .1476 CF 1 ff ~f - ...SW;:•::?;•......: :4 Msa~t_:rxe~xs--.... N 'SIZE : L-41' 1 . 2.648 ACRES r SEDIMENT TRAP 4 ~ ~ ' W=12' I ~ ~ENT TRAP,y 18 A i 110LUME :2178' CF - VOLUME : 455 CF n' .,.,,--::W~..• SIZE : L-131' 4.71 SIZE : L=61' ~ ~ SEDIMENT TRAP 19 x 6 ~ ~ VOLUME : 171 CF 4.7 OF• re cLD 0,, W_ 12 % i° SIZE : L=48~ •~~,-:,:'~u!,~ 404 7~ DS / / i ~ 5A ":sd=,:-F;i=•~. \ 3Lf. BOUNDARY' \ _ 2S 15A ~ a 2 D t N~. D-3 0 ~ W=12 O~C~~ a a \ 9s ~ 0=3, "~;,~~~a~ \ ~ kf ~ .y(i \ APRON DESIGN-FES~ 12 40LF X18" RCP 0 4.0 • a.D 10.821 ACRE 75' SETBACK FROM ~ ~k~=~"~ ~ , Q-15.81 CFS t14D~i~/ 2-FES r 1.821 ACRE ^~0 ~~E rB ~ O 0 ~5 _ APRO 0 7 TI APRON DESIGN-FES, 8 `~w'=fi \ - 1•a WI TH 0 FES=4.5' 1 FE T• . .a 0 NORMAL WATER LEVEL yb \ _ _ i WIDTH 0 END=14.5' ~S~ 2 4 FES~ 11 / x4.7 . ~ ~ INV. 1.32 1 3 ~1G SIG r.~ _W. ~ yb ~ yb,_.~-., 1.7 LENGTH=13' X.1 .1.48 ~ 90 x4.7 O=1$~' Q=18.07 CFS 1 ~ INV ~ y(r s:t.~s;w:.ct;•t,.r.-; r=;.~*:;«~';••rart..~r,,::? . `yr~ ~"''Y' S'nS:iS°v34i:`::i~:!F ':;8y3cu~iif'vmL~n~mrLE~Er ~ ~ =22" ~ 1 / 'D r0 6 NEW DITCH LOGGING AND WIDT w, ss ~ WIDTH 0 FES=4.5' •A~ 0 INV F~YDRO-AXING WIDT x WIDTH 0 END=14,5' - ~9;-~~'°-` '-~:s p ±ana`~;:~z;~':.w `n`=irvas~srSFy%,k",u~==~M ~=11 TONS /'^I h 1 / 6`• ~0 . ^~:~>.~,4~?_~~ z;=,.~.... ..~,.n>;•~;~_ / ROM DESIGN-FES~ 11 _o° 4 w ~ ~s ~.~~..:aisz;: z`k'~,:~:{•n:;:~s,a~!~"~;r'r::. _ .3 , 1 ~ 2.8 N A) IN THIS AREA to LENGT r=" A~: ~ LENGTH=13 o S oiD DITCH ,DEPTH ' si: \ :ri. DEPT T 21 T N S ~-u'~K*a ~ p~ S .=Gx•,:a<~rxis:dwas:.=:•.saa+;e•;:%~-a~u~:~~ ~ ^ x ~Q=7.6~' ~F$ - yb ~i - ~~=i ^ sT ~ ~~a:-~~;ar«,.,G""'_.;rs.,.!~~!z~;;_axc... _ , -4. ' ` ~ 0 o tsa.a < R~~ EIGH 1 0 S tg LD r ~ 5. 18 ~ / S8S ~ R 5'11(tYP) .4 WIDTH FES 5 .3 ? ~ y(, Tu: ~>~::~4°= " Z WIDTH END=11.5' ~ `~9' yr, I 4r W 1 LENG M=10' z ~ ~ 4A l,A t.} 0.2 S.t 4.4 Tf'1 ie i TB FES 75~ 0 3 6.730 ACRES SEDIMENT TRAPS 2 I.7 ~ ~ T .s 64 #Sib~n~lC§3"..•a+xFmniY.:iY• ! q '1 DEP N=22" x 3 S I ~ ~ ~d;~;~:;;~,. ~nr;~x p 6gq, VOLUME _ 504 CF 1 .qq . ~ ?6 ~~=7 TONS 3's 1.089 ACRE 3 ACRES 1 CLEAN OUT & FILL ~ INV. 0.81 $0 84~'g7 " _ ly t,:~!~c"esa~~!:~ci, SIZE : L-20 oy x p N9 ' \ \ / 6 5.7 INV. O.6b 60 NITRIFlCATIR CH W/ SUITABLE I i 'RCP x _ 5 fd E MATERIAL I 40LF 8 ® _ 07 ~'~"x•e::!!~u, i`' ~i`~;'-psr: - D=2' 1 0, ~J g3 ° $EDItMENT, 4R86 ~CF g 68 'S8, yr; ~~~~;~:~==y;:3o:;' ~ 1 ~ VOLU E - ~ Sj, C°) I 0.30X W/ 2-FES SEDIMENT TRAP# 17 7.485 ACRES LOTS 12-16 VOLUME :234 CF N 1 0o ZE : L-20' ~ j SIZE : L=12' TBy cLD I SEDIMENT TRAPS 16 W=10' yc yL 1 FE °J . r 0=2' i x~:=.. ~ ~ i 1 1 ~ 5.03 S . coo 6 p 3. _D,, I VOLUME :234 CF ~ p=2 6 cn w a.~ I SIZE : L=12' p o w re I W=10' ~ • (1'~ ~ 416 ~ 2 11 1 1~ , r ~ 3.3 ~N ~ ~ 5.'~2 SA. 10' I<QRESSURE ~k • ~e 'I 3A ~ ~~°7 ° ~ I D=2 ,y, y. a W 2~ S0, MA1N (EASEMENT ~i p9• r 1.202 ACRES I - RES 1 ~ '~0 4' 16 Ij 1` 1 i , 1 i r S 26 5 1 ` i r / ?S I I I 5, 4 ,~i 5 WOODED ~ I .1 ~ / ELUNWOOD POINTS, LLC ~ , ~ , I rB cLq 1 ~ O DB 844, PG 347 ~s ' 1 ' rr r ~ au 0^N t ~ ~ 'A r .I 1 0^ a s D.a \ 1 s.3 6p N 1 ~ ~ ~ 4) 1 \ I / 1 .xq 1 ~ ! 1 Gn 1 3.7 6- 1 s .524 ACRES ~ I hrre 4. / s' ay+m I •8 r o ~ C O ~ L 6 z•3~ z 1 CH / SU ABLE r0 6 ~ 6 as LD 'SE~TIC Z ~ w I / - ~ I / , rn -•1 ` 1 NAT( MA U1L ~ ~ ~~_r,~ 1 \ tir a3 op ~ 1 O O \ 11 4 ~ ~ 1 ~ 4.2 ~ 1 a.9 \ A\ 1 "fl ~ - OV 1 1 1 4.7 • . ~ ~ 0 ` , K ' v~J ~ ~ 1 1 ~ r N ' ~ 1393 02 ni ~ 1 1 ~ 1 J? ' 1 a.5 a.5 ,i O , ~ ~ 1 , V i 78 CLO ~ 1 1 I \ 3.6 ~ I ~ ` I ~ 3 T 4 SEDIMENT TRAPS 15 REVISED: 12/18/03(DWO COMMENTS) W 1 0.D / / TD 4'08 S ZEUME _7020 CF REVISED: 11 /04/03(DENR REVISIONS) \ , FE - ~ ~ , 1 681.59 1. 1~.' 1 1 1 3.5 ' ~ w=t?' ~ 75) REVISED: 10/22/03(TRC COMMENTS) r \ \ ~ SEDIMENT TRAPS 13 ' D-3 r~ T VOLUME :664 CF , REVISED: 10/20/03(SEPTIC LOTS) ~ r , \ \ 3!3 aio t SIZE : L=20~ N ~ q 6~050CfSGN-FES 6 100' S0' 0 too' 200' 300' r I ~ o, ~ ,1 1 ` 3R TCH `1 CLD TB 0.3? ~ WIDTH 0 FES=4.5' ~ I 0 ~ 085.2 r ~ WIDTH 0 END=11.5' r \I 7B ClD 1 1 }.3 0.7 \ I 3 Te c~D p LENGTH=10' GRAPHIC SCALE: t' = 100' ' is °re StD9 40LF 18" RCP 0 DEPTH=22" y~ 2.3 1 118 / 1 4 i ' i 5'S i6-OiDO.30X W/ 2-FES WEIGHT=7 TONS SHEET 3 OF 14 tB FES s PRELIMINARY PLAT COMPOSITE MAP ~ ~ 1 \ ,N 1 ~ ~VYVYWI 12.875 ACRES i r j CLEAN OUT & Fill, ~ ~ e Te # ~ M ` 1 DITCH w/ SUITABLE to ~ aD .5 INV. 0:39 l N ' LOGGING AND TD CLD I NATIVE MATERI L APRON DESIGN-FESj' 3.8 - & EROSION CONTROL PLAN AND 3. 1 ~ 0=6.05 CF5 Ito rB N 1 HYDRO-AXING X I NG a.0 8 I I WIDTH 0 FES=4.5' ' ~ -~6 re I r WIDTH 0 ENO=11.5' IfES~ 5 - _ "+T0'1r ~ ~ THI AR A a ~ ~ IN S E AREA t 1 Il IENGTH=10 IINV. 0.55 r6 ' ' ' o i ~ o i i 1 1 p~p~H °2 ~ ~ SEDIMENT TRAP 14 ~1 1 ! WE~ff=7 TO~IS____ s V # F ~ 1 r a.s- SZE ME _7002 C o I ~ \ ~ i N ~ \ I i D sEDIMENr TRAPS 12 w=1z' SECTION 1 I ` ,s i s~~----- VOLUME :720 CF D=3' a.D cLO~ SIZE : L=20' REFERENCE: DEED BOOK 1007, PAGE 409 I \ 1 I ~p ~ CLD jg; r a.2 W=1P~ 3 33 33 D_3 OF THE CARTERET COUNTY REGISTRY I 3.7 x0.9 i ~ iB 3 t TB CLD r0 1 Tg t8 r ~ ~ TB 7 a5~•~~~ ' 19 3., F ~ 4) r MERRIMON TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA 3.a EET 2 ~ r utnr ~ ~ ~ Ss 5 MATGH~I 3.s SEE SH rrrrr~ E ' A ~ ea MATOH~IN „Rali~ owNER: GREENVILLE TIMBERLINE, LLC 3 NUCTION ~U efP•P•~ pis ADDRESS: 150 EAST ARLINGTON BOULEVARD, SUITE E QO• O I I 3.6 3.4 ~S OF C 3 UM ? GREENVILLE, NC 27858 211 r CL6 rcP; I r 144 0.7 (4~ o PHONE: (252) 355-9288 6 3.3 OJ ` 34~ rr I TB r r • s' 82 ~a ~Su }•Baldwin and ASSOCIATES DESIGNED: MWB APPROVEdWB a11100 a,,1 ^1i~,+ ENGINEERING, LAND SURVEYING r ~ r >>riu~sa 3'++ J(1 AND PLANNING DRAWN: KWH DATE: 11015 CONFERENCE DRIVE " / ~CLD 'TB .0 A GRE NVILLE NC, 27858 4"-44.4 4.0 TO TO (252 756-1390 CHECKED: MWB SCALE: ACAD 2000: Merriman Bay Comp C&G FILE: MERRIMON FILE# 03-143 ~ ~ ~ BENCHMARK EXISTING NAIL IN 12" PINE ~ \ ELV.=7.20 _ ~ (39) yr. ~ ~ n-~'a:. ~.w..,;..:. }~*r~ ~ ~G .~;;:~w`~'~':~; 50' NEUSE RIVER arsx•Yo-r V~ n RIPARIAN BUFFER \ "'',iMi':Y^-Plii:Y.~Li..:S...:~:v;4~Y'.vv.. \ ~er: i y( V.'v`4Mv:i'iF:.ni.'. n .;~u:s~:eS,EPerx~ie;~g ~ ;k,.+,'S' P':'P6::i9° ~`4!:'lfiva- R~eFTin .~i :::i:~~'~sav.'~an~~aa,YV :.:e',am: u,:!t.`.~fr~a~:~s+ (38 ) -c`r m~_ "N:Ytu:M:Sf"Fi22Y±s»3Ni3Li '~1 `>Y' '~~t'i akas . °':.;a~k;-,~e~>r:~x, .3;.svats aa.:~;ca:~.'ar!nr '-~.s•- `~aa.:r`~~v~m:?~r.~ei~~'~~~,r~sti~aY%a~;"~ / 0.8 \ I aa~k :...:~kz~kgg-^~kt.>?,.~M.~a~,r.~ . 1B ~ ~ ~ ~ ~2~'~ o~ a ,ar.. ~ "~~""::~:~r: - ! BENCHMARK ~ ~.:sar::.•:.,:.. \o - ~'`Y^''`~"~ EXISTING NNL IN 10" PINE ~Y~}., "~~~.~~:~=s, ~ .1 ~e ~ ELV.=4.67 A ~G "nfx'a+!~nxa:'~ ,.z 1, re/ ~ 4.0 28 ( ) (27) _ _ (26) (29) (25) - - (30) 31 _ - ( ) 32 ( ) (24) - Cm Sb„ekfrY;u~(YJhiti..Ja / J V ahi4•ieW". u2f&!Y°AY•.:9aP" , / 4m%~*~~%e:~'~.~'.^.s§~'a: . sx z / / e ~ X7.8 33 ( ) ~~G•.: : ( 33) =x;:;asant'+~~fufkiR' '§~,,a,~'~i,'.~z~~a~ a Gn, ~ Gi 1.9~ / 3.7 p ";'sr~'%4oSCn.'k,P:uae'~Cy-M1,,~'.(•i,~~•'2,vr. ~pa~~; ~ m~Y•~u~~'-r"s~x~sk'':;,'-~.x_x~.a~' I.9 8~1/ 2.8 ~s,(~ .+a~:~:kss%~•~.au Su~byR°EY°YF':7° :>ti / ! l~ .'~MTE' %ear'aiG".i:P9'.ar.?.4SF?4D.• ~g AREA OF WETLAND r; J ~,;;?,s: ,ax~..aa:•zv~• ~ka;~%yak:.- , s aae$,• ! / .4 :~~:e~i~sak~•"r~ia~:•~ .Y;;:%wa,Y;A:' zr~ 'i„i' : /I J~ 2.~ S1 .5 .Y•,asYyw;:~iufey~~:~!' - .7 x2 AND BUFFER ~S'r~!:s~av.;ac<.•~;ra~.,,,;::..~~z~, ~s' '"ett`~ ! ~C IMPACT ~o p= -:=x•:u~z,>sr•:~ ~a~-~~:..= ' ,~~+~~'~~Yxr i o ! ~ 50' TIMBER (1 %~w:~se"~a:a.~:;!Sa: 'iafa5~r;;8' .r' : ~'`.:,~a~ry"~•'~*A,~.'a~'. / 3;~,~~n,~aa•• ! 6' ~'S BUFFER 4 .~:::~;:•R.. ; ~x a~=:'~:~ 404 WETLANDS , c~ / APRON DESIGN-FES 14 ~ SEDIMENT TRAPS 24 56 LF 18" RCP O=8i.28 CFS ~ !';a:as`~+',..~s~;°s~!x`' •i'r:G~i°~?aYia~=6:~.x v~ '~.~fensr.~cy"~ /l0C9!! , .7 L7 ,~,.ata'agazkgkase` a:k°2!4Y;;.~`:d.. r;'' w~fr",,~ ~n:. r ~ :%~i::+ar .t~*'".a°:kY:.~..~,` er-xfi / v I j~ VOLUME .720 CF ~p,30~ W/ 2-FES WIDTH ®FES=10.5 ~ APRON DESIGN-FES 10 SIZE : L=20, I ~ ~ ,WIDTH ®END=25.5' ~ '~°s=z 5.5 .la~:r:.;r^s rsr ~,,;ga~~~ as;surrz / (p• 0=5.22 CFS - D=3? MATCHUNE "0" /SEE SHEET 5 OF 14 LENC WIDTH ®FES-4.5' l ) _ "'"-R~r' - ~::s:~~ :.•..t_., , ,~:rt of p, R -AXING P ~ ~ . n WIDTH ®END=11.5' WEIGHT=36 TONS IN THIS AREA o• _....aF:.c..~ ~43: `;xk~:}',ekk~: y," .L ~las"~h. rv• / / K'. LENGTH=10' -+---0.3096 =',F's~"n DEPTH=22" v s.o L3, G ~~~r~-:-'R WEIGHT=7 TONS ~ x5.3 'A' I ~ R •:va;~:>:°;~~>,'.:, "ak~•,,'y`-.c.~iw.":`~'".:~%sTM:t.",' az:-xc; h-~ O / ! ,y~ ;,a~ ° •h~" ~..x;;: ! 4.540 ACRES .s xa• B _~~rzrv..ROr:~r 6 ~ I s AC 2,6 , 6 ~ s.o~e , , ~ 0 ~ 404 AND 401 bk~^°°'s`sei-^`::ku _f ~~5 6 _ R N oa::e!~' -•:~~r,;::.s.:• r: ~ te~r;.y~ ~-•r. rxazs•~e~:ns: r,~ar: ! [•k'u:•C~P.9''. '.'"uAixkC-: 6Y~1S:`S:y': .~-`,;{vrvY^:;:SaYa ! / 1 - Fil • °~4.4~~;k;~w :~~y~ BENCHMARK o0 0 10 -:Y~1:;. .e a.3~ ------a #s ~ _ _ 1 ' R~ FILL PERMIT m: . FES# x5 r ^~--x _ u 8 l/ SPHgLTr REQUIRED .s:~~~ss 40 WETLANDS 6 5 ~ ` ~ B NDARY O~ EXISTING NAIL IN 14" P .4 'S 75' a.gy(LD'• ~~1 ~_Q~'-`-----/- °T 1 f~'a,_ `:Y SEDIMENT TRAPy 23 ~ 77. a. - ~ K '9 - 7•~ x5.6 I pV r .a~''`•'`=m D 13~ 4' S. ~k6.2 i 2.t.Clp,T 1~{g / I iB Bt~C ^ s \ ;gym ~'`~r''" Fr;~z~s;••e::.:!Siaw:~s.n'' ,::-x = OB ; , ;m . ~a.~ , •x.~ / ~ ELV. 5.98 VOLUME :414 CF x5 42.3 Tg 1 d~-.~Y~~p 3~ 3 _ _ x5.7 9 ~1~ 5.6 Tg 5.2 Cl0 - SA ~ ~ SIZE L-20 2 ~ tg , Ta 1 1 Tg gZ - -IF-_'0,- --.-i' 'l'ei:='.asa ~ ~ +a' 7 0 -"st v :sya~?F:~. ~ / :xa3 ~,~a£~P:1t4f o .Ceti . ~ ik'xA'H,'' o / r at[Ffi3: ^Ehi`Yd" / - , ' W=11' 0 5 r 1 , coo s~~' - ~,5 n - _ ~ j • ~g 5-6 ~ - D=2' , 5 a T / TB 76 DITCH 0 . 8 ~-?.~x's4.4-._ - - - v45 ~ .:•tid'Y.'9:~i'Sv;k;..".9i!iS:A'• / 0%'aS•Y.f • ' 3~Gi.4 sb+' "S`~ :'G;7J•"J:aa".+6+ i YS SEPTI ^o ( 2+tP°' ' '%kY^ " uikk" , ~~%h7: ~ ~7.1V 10'X70 SIGHT ~~D B 1 / a ~D ~ '-Q^_ I :~~-x-"• - !Y-: TRIANGLE(TYP) / Pp J 1 / I TB I 3. ~>~s SYSTEM = < ~ ~ ~ ! < FES 9 INV. 2.45 , xRO / JJ 3 1 6.2`~ J 1 TI 3.4x. \~G 3'.4 r 1 J 2.a . ~ . rrE?. • SEDIMENT TRAPS 22 ss ~ ' I 1 ~ J I ?g 21' - an '48~ w~ 2 cP •7t bo e34- _ n~:~,~; - ,~.s VOLUME :468 CF APRON DESIGN-FES 9 x ~ ' I N / , ~-.-.-rte I - ClD - 0=5.22 CFS ~ 71 ~ ~ -~r ~:..:n;„r, L-20' / - s~i;:~i-~;~;~ W NDS x1s SIZE I 1 x~,u.r;i:_aa.„. I x3. FES°--------~ 39.99 ~Q / ~5 W=12' WIDTH ®FES=4.5' ~e ~ I 1.018 ACRES 1 rrSEPTI a~ I P MIT - >r _ / ~ w ~~3 D=2 WIDTH Q END 11.5' I I , I RE IRED . ~x . _ ~ao 0 30~'. LENGTH-10 I °•6 , b ~SYST _ ~ I 72 ~ 70 0 ~=%'1;;~~>. I EDIMENi TRAP# 29 ,4'~=' - / DEPTH=22 •y ~ I 0~'' 0 1 ~ i k~~=,L~=r I UME :1224 CF z~:= 3'' r' - / CL ~ '1"_' 1.3 ~ J 3.5 ' r~ X7.9 WEIGHT=7 TONS •0 0 :?:->E;:: I ;-;a,,^e.~;:~-. xa-3a ~ . Tg 1,026 AC~P 5 ~~''.~-~~:.<:1;.;r,' i o -.~=~'.aE..;9 SI 1=34' - - : -=..>:a::.. 6.0 .f's: ~ .err t :r .-,.%;gr,•'... I;u!>a;~=. > ..::aa- .~~s>A-rz~ ..;a',,.,••1 ~~~+:w < ^sir-.,° ,=sue,. 69 '-s:~-.,"-~ x2.9 ~ r FE _-#A%.ak's;s .:z,:p ~}~2 ~ 0 #rckE;: O ra':~~!r?i:,.a •W=t2' 6 ) pw;. ,9j 3 9 tr,;::~ 3 ACRES ~ is'T-arp 0 I 3' '^'j~g•° ' v~ =I°°:° 5, ~.i# - ~;SE~TIC!x~.,.. 9> o ~ 6g '--~~=I: ~~r,-' ~ Af .'_+y' ice: ~ ' ~ yam'- ~ APRON DESIGN-FES~ 1 ~ , TB kSE - E'.. : ~T k;"-' 7 ~ I .=a;~aa ~A:~' - 4 E,~, . "=S ST M~~~==:'~: ~ ,a~:~,t ~rz,>~"x:::~ G - - ' Q~ STE ,a~ f ) I 2.709 ACRES .1 CLD , s,...a:#:a~cR I -,.a ~ • •a=-3i~-'wa ~ I W i~ Q=81.28 CFS- ~ ~ t?N~ WIDTH ®FES-10.5' ~ ~ 09 a.7 \ _:..>n~r`~_;I;;,~... Q -•~:~~Ra-;x- ~-',=_~:s-^~ r-:.'`¢rnL :'r''~~' :nr WI rn (6 y:,;~, _ aa: `E' ~ mwmubi-,-,^~>as' ~ -~',~~k:,..~`"x'. ~v+, r ;-~A,:-~a~c• _ A :=~`s~.~! ~+e:%ti.srR~. J 00 Q-~q-.v,-A... s2_;i"3YE gym. < . WIDTH ®END=25.5' ~ ' 3912 rm - \ •.,xz3: ~ 0 fx_s-- ~i ",,:,n-r ;~aiae:!.-zi~~ ' ark; 2:` :E~a::,::iaY =a:k=~'"' _,.,;,:izki~ar ~ I 0 asrRi~~n-1!+:~+ ~:E~azz3ryWk;: iazaz:'c-" ~ r,~emR ,>>r: \ 7 i r a~+SYSTEM r:~a,~•3:;F~ >~~-T•.....::x `i`~..;:-:.<,:~.:. WI ' ~,:.,~-.,rsy,.. I 96 =::.,:y_,'€:a= %.~xs.:.::~a:: mrr.;,,,.. n~vlkMars+± ='s ~ "~""K WEIGHT=36 TO •2 B ' 29 ~ \ \ ~2 ~ 5 59 ~ 9 q r 1 ~ ~ Y °v_.fiIEB+.. 'g„cr. R:~ 1 '•v~{:.nor-r";: rra _ yrs1iau-:-'wrSQ'~ X S~SN:.~EiR !N?.. n1~2hLi•%' R;ta3 \ ~ 5.7 ~ 4-,.~:,,:=t,:. - tom:-~.r.~ ~ _ ...~~.=:,'c,~u;~,;x ~~vv . 0 1 ~s,~: - a' 6 0 404 VIETLAND • ~~:s to+x~!~_:,:~i, e k ~ ~ 15 O ~ jpT} 56 S0. c ~ - - O I ;=r=sir<:;;~":t':::_ ~5::'„j:` SEDI L S.S / ~ N °rn?... .•.'Y7mntuYa... Z / 4.0 2, 5 \ ~ :'t°~ I Q '"~I;E~az;.m - -:n, ~rs'r.. sir:"aau~ H~~rK~.~:;•zk.;wru ,x ~ ~ 4.5 ~ ~ :a~rz.~ _r:~. ;:;r.":~ik~ ~'s%"aa$::..,.'x- '.•'aa;r~r'r~lrc:::;:::aix~;-.: 1 z: 9 1 6 SIZE r~RB::akvk:... SEDIMENT TRAP 30 + , "va :l':'ix!k'ri3u'~ ~ r '~'.•~:~r'•=~••. ti VOLUME . 131 CF , ,,(J /p .:Y:3u'8 Skir:Ti'r~~r:•:~!ir::. n E 2~:k3I s:^'~°1-_k^ s9d i ~ 1 wE.. \ v h" 'r'..`i~3~"'r+"r2:ri?:5'aiPEwnx~°Y_'4!ur°E~f'iS '.,'ki'.s:~duri{{t::'" J 1 i ~ ` Q I \ I ' . {.r. •~'.gigr,.g!F'~i~'"'.av~i*?%3si{yScB!~~ h*i".,!My`S.J 3;sp~x,~.k:~;:=;~~ SIZE : L=37' 1 ' h a.~ I \ •'zfri~z"a`-;;er:: ' Naaa r;#~; r..qb' ~ Ir ~ - - _ N I ~ i Q a'~s!:vir.:•~~~~,r-~~=ac'Yx''s:~Hiwr':-' 2 _ I ~"a'~`F!'.i}LgS:&iii_+`'::= N%rF~'fY^.: i L_^c~}ii;i}wu 4G4 ``"°'N'}'u 404 WETLANDS + 1 ~ i Q 4 , r r a. _::~,;r•-;....rkpu ' .u-?n:: •,?,,;a~ ;::.r ~g;~ s;:'=: r~:u;:,';Yr ~ I~_, ~ o ` ~T) I ::rai'a~'S~m~`'`?"'aY:h?..~Z&}24'kar"r • -'4:fd':ix• R'..,?".r'ZaR~z~iM:tii' ~ BQ p5 r ~ 3.2 i ~~.~~;!u:~:_?s%x~.°- i>,'~~` ~~•wv , yr ..,:a:~:"".4:° 0 '~~"'s`'ti"' r iis~a~:ti'i> ~ BOUNDA.RY V r \j 5 3-1$~'•,~Eea::v:..~'^z^.:,,,'.axfi•X~3>:'. :di2w6^'-_ _:ivk:' :'eb:R' Vi4,v,.,~n:i' ' ~ +a.° , WOODED 7 ` ~ ~ ~ 5 ~ S^AE ~ ^rili.:.Fre cRAEY."'..iE4~. .u v I~ 4.6 F ii?h,.Z>.4'ab,~,y.±v - • :iiz ..4%: o WEYERHAEUSER CO 96) ~ ~ CARTERET 15 1 r x I ON'SI p0 "=~:N;;:.:•-i;:-: ~~:..u -.aE;- _~,„,_a~, 11 + ~ OB 576, PG 477 , J VARIES OW uxl;~:~~:~ y:-:al;#~~3r V r V ~ :i:~?Z rGc7)Fa3'y '{FY'~ :~xt~'ri"' . , + ' - - , + + ' ~ , ' ~ ~ ~i SEDIMENT TRAP 45 * _=%2~ I ~ VOLUME . 360 CF j ,xf~kaA~-a~s~>~~:n> xT;~,. ~ EP11C I , + SIZE : L-1001 a~.,k;.U;~......'$. ~ M c. SEDIMENT TRAP 18 Z ~ ~ ~ W-12' ( ~',~,w~-`..---a.,ys"'~:~~ra..::,-~:ram:E;~'' o ' , S + ; VOLUME :217 CF -~a°~...-r ::>'..ka'`a>ua' 1 SEDIMENT TRAP 19 ~ ;'=zm , =~17~:''":,'emu=">..:~.~ : SIZE : L=61 ~ >'~>Eir. ~ 1 / VOLUME : 171 Q CF ~ _ <.::€=1_:;E,;. ' rsaxa:::_~ w=12' -rE*sua:u,Ti~tP._x-_~•Yi?,i7:~r~"J;.::-?: eii.'.ir<Y,.Tdi:d ,~,i SIZE : L=48' ;:~=-a=r~:.::_~;!;`'•'r.;E1;i^:~:T^: p=3 W 73 _ iir.~.=mat.;#ig:~,::1;~-r:~,n" - 1 - / ~ I! 0=3' 6.585 ACRES ~ 1 + S) ~ ~ r^ -~="'r` 50' NEUSE RIVER ~tl ~ '"n\ 'rZF ..:r"EL+~::.~OiY.r- "e#uE~.: - ~,p '":u ~a.:^aalR?'::tr E,:.til:a'.. RIPARIAN BUFFER RIVER ~ ~ UFFER ~i ~ APRON DESIGN-FES,} 8 sv~,o ''x~ - 'za-""~r~ FROM EACH SIDE Q=18.07 CFS 1 ~n9 ;`'""r.~ r:*w~n"'-' OF STREAM 5%:Pi WIDTH ®FES=4.5 ~sP9~p~ 3.3 _ ~;~+~:'i,",a~I.a.~~- ~ SIDE .AM T ~ ~ ,e r 2.8 13.6 + 3~ APRON DESIGN-FES, 7 s WIDTH ®END=14.5' t^ pZ~ ~ x ,.,:~~;":;~.Y,', :=:r-:,, I 1 ; Q=18.07 CFS LENGTH=13 1';°: ~:r::~:::;: ..:~iRR:~E- WIDTH ®FES=4.5' , DEPTH=22" SEDIMENT TRAP 3 0,, s G 9 `w= R^~t:^<• ~ ` ` a:: 1 ' 1 WIDTH ®END=14.5' i ~ ` ~-h: `WEIGHT=11 TONS VOLUME : 642 CF -A "-+µ~r;':.'-~~' . / SJ - x ~°•o~~ SEDIMEN '.=i#:asi~'":A='a LENGTH=13' ~ 5 B 30' DRAINA SIZE : L=230' 3.a ~ o •f1 -k•;}x.'.i?}Y.a:3/n... c.. AP~ I ' I 1 fl, ' DEPTH=22" FES# 7 INV. 0.81 ~3.'~ _ _ GE , r^ >,--.:.•tr. ar . . a.d td _ Ts I. EASEMENT xd W=8 ~ o ~::~%^.A;:: ...fir, WEIGHT=11 TONS s.e _ T 1 I D=3. ' s 1 ~ .~_.::;nn r,: `~''r,~~.-... 67 a ,,pgygzaienp^7k~i~: u' s' --v,';`.y'-.,4iieud:Ltax:I•d? 67 ~ I 7B 4 _1 _ _ 0. g ~ eL0 I -'w•raErk~z'irrii>r;yti"~- i~. ".z •.:E,~„--_,~~:~aa,~,,, - x- . i8 \ SEDIMENT ; :sy+,E~;r:3rrz~~. rs ~ s:: _ 10.575 ACRES T o 6 ai i ~ 6.07 518 a 1 ;r~;,,`_;. 3.. - .A 10.575 ACRE_ r~ ~ 0. 8 DAM _^"~..:.YS.'.:mr~....~..':~;' ;air,., ;~a: ~tz:'a~i::~'••s::e~a~ r _ av.,£z:N:ui:~;ti: .'sTit~TB'+k,!3;:.':=i3~Li;:u •bPFa*v'a`. " x \ - x 'B CL 6 ~ - _ ~ ' ' ',~uk'~:~:w!a ::~:x2~~~i;~>..~kmr.:~~aa:~#z 40LF 18 RCP ® 1 - x a.9 °.>:::,.i. ;.u•:,>a:._.:• ,r:...... . 8 ~ 0.309e W/ 2-FES S ENT T?FAP 17 R re 675LF 7 IT _ ~ ,"Y a VOl :234 #CF EGRAp EXIST. ? + ~ ^ + TB ~ ~ 1 SI =12' 3:1 0.20 1 -.:xa°::r:.:* SIDE SLOPES :~~-~u~!''':''';•'~:;M.;-;"' ~p .1 SEDIMENT TRAPS 16 ~W=14' VEE BOTT N NI DITCH =:,~~Et=~:=.''i~~'•' / ; x~,B' ti. VOLUME :234 CF ~ D=21 OM ~ ,r:~.r,.,..i:a~i:==;-i%!k;::a!s T:~= i I~IV. -0.70 s=.r;E•` sr., SIZE : L=12' ~ a:A,:=.~=~:A::i~~.,:aAa,. , ,.!.F:., :~az=:;;:= I zs +c D; o WIDTH VARIES 1 ' ! ~ ; iar.a~a~i:.irwm~>. = >.Mt.=la';~1~#~: t 0=2 x ~ I ~;•saa~a3k ;~za- ^x:.zi..:::zzs ' _:.:t~:r~;a~ ~•~.A,,:r 1 5.2 ~ : ^r I s`'~i~v ~_~5iu'~%~Ri` ~"~z¢%~::: ;re~sti~s%~zr;!. e 1~ EXISTING GRADE aaiatxa~ _ 1 '!;~.;~;:.'~w;u~,r.',•aE~Eu,' zyars1~i~.;:»~n~iAkax=; / I ,0 ..ta'$' I rkti:i.aT air"a~:T:~:Km•' _ • ' siieri.' .::'~~a~~*_>;"~'''i5°-~"+:~ / I / - 3iALA?. rvr. ~:rixirX.~:{'9s3',:. ?N:!;;i>r a"^za~~k,'v'h~NAGin;, 1 / ~ s. ~ ~ z s I,o 9 ; ~ DEPTH I _ I ~c~=:`;t"+:'.:e~a~uus:ti= "`::a':s.,.~.xzri:~'+'•Fsn / i I stazri!mRa:::~},~#- srra`~ , ~+r~Ek:-:'til't:=1sr9;vsa r Ted o ~ N VARIES / R~ ~id~EPTI 7 4 1 :...iR[F:43Y:.v11!'-.:'d!#?u:"uai(i yV#i.~F?wires'.: rs. 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I mw6~u~:;dtr:.+ '_iaS:i1?'u^53av'kaa%4r:'u:?'• SEDIMENT T rf - "-%%s:#rtaineazs=;;~ 'i„.°r:•>:mri4:pis' :.~,ca~air;.-~ ,.,:.r:z'as:' a~a:i3 ?aar=t=: ~ I J ~ ~ REVISED: 10/20/03(SEPTIC LOTS) 1 (,J R•, 'np:. .,tiG 4:ri2^I!R ~u"tt:~„_~3'.7,?i >£.'.^4iHdiav .•':91baa5^i~et?~.a.s^~2 - VOLUME . 70 :t Ra::-a+#:~- ~,~:~>A:3~>vY3;{~,+ ;s-~.. : :..<:u, I " n,.a:w•a-::zrE;,ri1 ::M1.,:iS..`••Cx4L":Qc:: ~Ih~iFd'~i n...:3'vh'v:3?;#;.SF:E^::uaS£.L-5N^}us,.,.v I 4 1a RcP ® _ , _,I_v SYSTEM>.'_~*......... & " , OLF / . ayz:;G.r:a. rat=.. ~-~,;:'~z~~4.~#x:!.K:~: ~ 1 $IZ . 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LENGTH=10 i~i> E ~ :r.:;,~sE;,a-inrxsr_v..e..;.~~_w~^n.;a_aA,::' -'s~x......+n s*.ak~ r,. ~I ~ FES 5 ti, > . mow,#3,~u,R. ,~a:•<~!:'R~Y~~;.~;a,~Eh~=:~-" - o ~ ~ ~ ~ PRELIMINARY PLAT, COMPOSITE MAP, EROSION W ~ Q ~ _ .9 ~ N.n..,;.i:.~:.r._.,-:,u.-:.r...- ..t:~aa~sc~na.~siaf?I!r:rsr.~7, :¢r::":a:Y.:...- :s~~=m:x:•;"aa~sarzz.l~o-ity'°ia'=.._~;,r. DEPTH-22 I; !~>~rk3~I+k;~:;:...;:aEiaR-:;y;E;=r~,._ ;-rnr-..-.::. INV. 0.55 TB ~ sv:..:.f.,vu;,,y„ 7.>ygu'r,aRi+~ ..s- . As4Ei.#-,v.. .5rd:'f.:;e::iA:a;:' ~ I _ i:: ~~„y,-,-~rr>~-~--'" Wrr::nr:-::;;;:i;:: ~ ;r;... p vwi r I WEIGHT-7 TONS vk!g: I ;z}:;s#aat<a#asz+'.Riv::x?ni=.~r:,r-~•a?°%='."-j'~GY::`~:'~. 9 +,~kzs5:gym>• tz:a;~:ra~z...;z- ,;.k2~'.:;.a:~ti:r~ .k,~ M Q 1 I I ; P N & EROSION CONTROL DETAILS t , CONTROL LA t + SEDIMENT %Ia'ss..:::....:• .r w ~ i ~ ~ m`isce'>a:t~i_sy:~T%z~.:.':.<:;Tz:.. ~r>ic:' :EY~s:issirr ~'tt I Mar A 1 1.5_ ~ ~ i` ~ C'yl_I ~ S 0 ` _0 DAM _."~":~'.•-,-ay ~~;g'"e=~x~"~r': I I I V aR, ~n.~_,.`~ ~ R ra~~ I I SEDIMENT TRAPS 12 O APR DESIGN FES# 6 ~S 4 pl ~_;#~_~~s`.~k~ s° -._.•'_3~'=r~.u~' f I VOLUME :720 CF -fl 0=6. CFS ~E SN H 3.4 fi+~-,€a' =~r2a~~'fy~ to I I SIZE : L=20' WIDTH ~ FES=4.5' / T 1 _ ' ' 3' 6 , ~ • a ,tullnurp~e W=12' WIDTH ®END=11.5' / ? ~F I~l ~ 3p' o g I / 4 0=3' LENGTH=~ ' / / ji;~:ti'.~':-!:a:;h:~~>='"~ = aB fASEMEt,IiAGE ~ I ,Ayg j•~, SECTION 1 _ DEPTH=22'.9, a.a / 2 a ";'r~~r°~;N~:~•s : ' re ~ I WEIGHT=7 "MANS x ' "3.a x3 ~ g o?! ` I ~ ~ nw~~~ ~d + ~ & 04~ ~ REFERENCE: DEED BOOK 1007, PAGE 409 3 ~ NEW DITCH _ .D.Y - , 3.5 I r I i INV. -0.50 ~ ' ' I ' ~ OF THE CARTERET COUNTY REGISTRY 1 ~ ~ A /i n~~hs,~`-'y~~'z;s. I jl GAD GLD ; ~ EA ° MERRIMON TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA 1 I I , ~ T ,6 i e• a~w V 76) / Q ~ 88 14' ~ T~ Te _ ~r~ 3.1 ~ 4 6 ,p 4~ .D ; C7 ~ OWNER: C ,,v Q, ~ , GREENVILLE TIMBERLINE, LL /,tip ~ TB io 0.7 CLO ° ;F`j 4;j~~. ADDRESS: 150 EAST ARLINGTON BOULEVARD, SUITE E WE sl REENVILLE, NC 27858 G gggggg)!FF PHONE: (252) 355-9288 Baldwin and ASSOCIATES DESIGNED: MWB APPROVED: MWB H ENGINEERING, LAND SURVEYING 1015 CONFERENCE DRIVE KA AND PLANNING DRAWN: KWH DATE: 10/09/03 GREENVILLE NC, 27858 „ (252) 756-1390 CHECKED: MWB SCALE: 1 = 100' ACAD 2000; Merrimon Boy Comp C&G FILE: MERRIMON FILES 03-143 M~. 156.88 ~.M J...IJ. AJ.,I JvIJ~ J.J~-lam ~v.,l ~v.J~ J..~.A Ml~. J..\A Mil N 39 ~ 33 41' . ,v„` 132 ~+l?l~ /~J~ Jvth JvIJ~ JJ?A MJ. .Mh ,~~l.ti JAM ~1.~1w ..v`~l ht.A JJ~h J.Jv. AM AJ.J. ~l-~..1~ ~v.J~ ~.J.J~ ~J..l~ N.,l~ Ml~ ~../.J. J`~.~. Jvl~l 512 9' ~ ~ ;.:•::~.wj:~~ 63' J~/..J~ h.v. ~ ~ 21258:::•::•::.:::,....• N AREA 43.16 ~ ,.•,.;....::;•e~4~`~'....~.~~' ::::..4606, RECREATIO g6 ~•:::.:::~:::•:::N..ACr; f FS S M~ J...~.1 1..A.1 J.J.J~ 102 ;~...v, ,v..~ .M~l ~l.hl ~l.l.J` JJ?h lJ~.~. 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INV. 2.OD - / \ V fM'ii! 6 IIIVRO-MIN _ _ -••.P:::T.~;;uJ:v:....,de, I O .~4Y:r%u~,..:.J ~ ~ 3.8 , LileY rr ,x~3 10 y` ~4:b*~~:,:::,;;:: _ <.<.~;1.. / , r~.=r,,:SEPTIC~'.~,~ ~ 6 - `:s 1.88 al4 :~.hss.,~,•F.t:ss>:~=rvkL~a~ i ~ / . ~ ;Y~esr-, .ss~.. , ;,:mss ..m~;ir':~ ."s:~•._ 114 9 - 100.00' J J P.E.t:~. tiTY IN THIS E'A - - ;:ti~,~il~~:~~:'n..~~ers::s r. ~.:.<wSYSTEMF~ ~ ~ ~i~-~-s!~ ' - ah:T.:'.:;~w:~-,:. r, / , , =~=,y, _ ar.}a: 5.228 ACRES ~ ~S - v 0 ~i / . / / I\1 ~i~~•_"~~-',~ 0p.~ 1 n .7~'•5Q.3DXsr5 oN•° x5.2 - ~ ~ ~ ~1. ~ ~ ~ h fOX~ >p• ,s, 0 fp Q' ~ JIG / _.!a.?wY~~eF.E.,:.;Y~:i~. E~IMENT , a~~.r~.: PTI YSTE ~ ?'f'I'E~#=,. .;I;vT~;:'~x:N .ADAM , , BENCHMAfi~------ ' 3.321 ACRES - 4 _ xL=,-:~~404~n 1 ~ ~ S M~ 0 ~ 4.2x 5,2 s ,3 a h~~ Q~ ~ `Vp s _ ~ :`I';>>~'`-. , .s S DIFiENT TRAP 5 . x. ~ _ EXISiNIG NAIL IN 12" PINE \ 00.0 v~:~r,-:>z~: / P~~ ~ LUME :421 CF / - c ' \ ~,._rbaaxzs~aa==^"'-''E / 0 / i ' U' G SF\ / ~ELV.=7.20 / ~zeY~;~ - / \ .5 1 r 265.54~~ 265.54 0' saes. 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QO ~0 ~n^:~`=`+1 !:r.a~:r:<:.`;::; SEOIMENT TRAP 38 • , \ - YSTEM.T:~`<' - p.0 0,3 2 ar_-:=-,x~-=:,\ VOLUME ; 954 CF P~ ~ 0=7.76 CFS = '~.2 W ~a~1 WIDTH A FES 4.5 FE yG ' ~ Cf WIDTH 0 ENO=11.5' •z 8.17a °i ~ ~ ~ a , / -:i;:~~:r- .~~=.~L~.- ' - 1 bar ~ `2205- - _ ~ _ ws• , ~ ~ , _<'Yii~.. ~ c~ - WIDTH / in I 'Y ~ - --:~_xr._.._.x 11 a: ~a'~ r SIZE : L-27 -tsa .,r~r:~'.~;:'<xa~'...a: :=aa~-~.a-:~~~a- yx 1 ~ ~ _ 5Jx 1 ;:c;~-air% - --......,:_,:;~a~: ==:=ei.=;:r,~=.~~;:;=, , _ ~ _ LENGTH-1 aar,.s ~•sxi._r,~,rr~ira-.:cz:_k. , , 0.8 , / ~ 4. ' ~~'{«„-ri~':K~.<~,~,s,~:, `i;Cns w-12' ::~YaG=~~.~;,E::> re S b0 ~e-i 6 1 _ DEPTH=22 ~ ~ ' LENGTH=10' ~ W rp0 ~ ~ ~6. _ ~ - M:;~;:' / / / , / 0 v=~i.= ~ e~ 1.8 q.s ^~y`~yy~'" D-3 tve":-v3Oc'r' x~.!.'~:*'•_''!.~5~:4E~ e'r ??':'_'ti:• ^ ~ J f' 1S ^'.'9. - .,a<-...s. rte:, ~~.;:E: s;=; G;°•'- ~ ' r- F ~ 36 ~~,Y=~ 1 1 s.._........:::. - ~ ~ ® ~ •4,~;: • ~ 4.4 ~ k~ 5.4 ~ ~ TIC WEIGHT-7 m:=:~: <•s.u,...'_-,;,~;~~w::~.J : / ; s~'ti CF 4!.,;~ ~ 9.74 rt':;;~" _ DEPTH=22" , 10'X70' SIGHT s.l ~ WEIGHT-7 TONS ~ ~ TRIANGLE ~ `~j'~ v~ L.., uma^.. , o~ W s 1 ISYSTEM:~ n,:,,:.. ,,_,xr-,r:.::r rr:,.,::~-:::::.. , o 'h 1 ~ -s is-k::- SYSTE Ee~r~;;r'r=~x,::-:.a.:,;--. •••5::; / , q SI O 1 A E:.;;~r~:-;xa= :i::_~,Sir,•.,:°.vEita;!;?r:!°+.:'::;: o , .90 . . 5 a _ - I ~q (TYP) `I',y~, ~ ~ JIG % I ~ ~ / ~ , r BENCHMARK 6 ~wr::.. 9• .3 a• ~ = _ - 6 =:~r`~t~x %°~~k''•`'d" ~ ~~XISTING NAIL IN tA-~NE \ ~ 30' D~nINAGE P ~ 1 ~ p~8 , : t - K N ..u-.::. ~ ~ A / - y,(~ X4.6 (`O / ~ / ELV.=4.67-- \ t~"''~'~?;a; v ~ ~ ~ \ 64 a I ~ r,rr:;ca,"H;z4rak4„~Is~:\ ~ \ ~ ':`r~'` / \ ' - EASEMENT ~ ~ SP~~" `6' ~ / / •L-`' : , to / x2.8 r,:.~a.;;; °;~?;Lr';-' ~ - 5.0. ~ ~ a s 2.495 ACRES I f';;=~::.t°E!rzs:°~sa~~~~;;~ 3 629 ACRES ~i `l~' f.~:-:.~.:~Ei;:>;~~ ~ SEPTIC, 4 / , 37 / -~:;,:.SEPTIC:;- _ TRAP 34 35p4 • ~ 64 I X N,kSYSTEMv:~~~ ~ \ / ' ; VOLUME : 990 ~ ,64 - \ o ~ I' 6.301 A~RES E•a$Y$TEM ' - = 165 .00 '..:s-_.....: 1 , ~ SIZE : L 28' ~=:~~I;•.'- a 0. .:;:a~.'r.,~,<"`,:ulc:;::rt~iy.~ \ V 5.8 I 92 ~ ~^r~'1~&~:s,:~~' J 29.08' I Q tr:...~45:~ ' \ . ~ S _ X150 50 TIMBER S $1'4 , F„b:~<',-~~'~" e.a ~ 0 / AP W=12' R BUFFER 6,32" E`~ ei!~F:"."=r.~hi.. ' 6 / 0=7• S 16 178.2 its>s~~°~.: ~ / / .S ~ ~ p.3 9 (CN) 66 t:_~I~r '~>::a6 I fit; 448' 1 - I 8~ ~ , C: 6.3 l / p. , wIOTH INV• 2ss ~ R=310.00' :...,...:~s=~ 6\ 9 d ~ r F WIDTH 1s" RCP o0.361~ 5 ~ 63 ~ m , ~ 2.154 ACRES Y ' LENGTH=i 2-FES ~ ~ ~ ' o i 0 n rn i DEPTH=22" ~ 0 15 r 2.39 ACRES 2 2.376 ACRES 5.3 U s ~8 ~ ~NOOOED rs , WEIGHT=7 TONS ,~•y ' INV. 2.82 1 ~ ~ _ A o ~ ~N GREENVILLE TIMBERLINE, LLC i APRON DESK~N-FES# 15 ~ ~ SEPTIC ~ o~ ~ 007 roc 409 SYSTEM~3~ ~ i o s SEDIMENT TRAPS 35 0=7.25 CFS ~,S ~ ss (34) VOLUME _ 667 CF OM WIDTH 0 FES=4.5' ~6, e SIZE : L-20' .y WIDTH 0 END=11.5' ~ , N ~L?~::~i 58 ~ II - N ,c~ W=12' 0• =10' 3 ~ IENGTH 4 ~ ~ 1,539 ACRES ~ FUTURE DEVELOPMENT ~ o X D=3' DEPTH=22" • WEIGHT=7 TONS ~ s 2 ~ - ~ ~ ~ SEC?ION 1 457.38' , ,,,i„ 0,~ s IMENT TRAP 33 ~ ~ j SED ?p • ' i ~ ~ i a 5 398.66' R VOLUME :667 CF ~ J _D ' SIZE : L-2 / ~ f ~ ~ _ . 8.7 w=12' ~ .b I.:~ 6 n ~ SEPTIC'':"~ ~ 0=3' ~ 2~ .5~, so LOGGING AND '~,E1IP a HYDRO-AXING AGING AND c'1 6 rn t,~~;~- • '~ri )RO-AXING 2,878 ACRES o o: - 59 . ~,s \ IN THIS AREA THIS AREA ~ ~ i i.5at ACRES - / g / tIIUIRist~ ~ ~q , % ~ r0 6.1 x6 ~ P~ ~ 50' NEUSE RIVER ~~~~`l A ~~~~i! / 1Q ~ RIPARIAN BUFFER ~ r° Rv( ~i J6„ ~ _ i Y~ o p cMO 8,8 SD' ~ O oeo a atigo~yy ~'i 6Q f- W S 9 2 08 SQ , x5. x5.6 x5.2 ~r0 % / ~1 p , s;~~::rc;::r;- ~ 11 SEA T~ 5 ~`EiP ' :w:SEPTIC~ ~ . ° ~ 7p ~ ~ 43~' '"fir." ,ax•;-...__--_.-.°r" ~ . w WOODED , s. ~ s~SYSTEM!~;=vy] ~ ~VFa~ 1~r~Y}-~ 9~+ w "~`~;'"'`')`;``-4n:~E'E , s°a v` REVISED: 12/18/03(DWQ COMMENTS) ~~`•+3£a;=.s:-r_:" ~ ~:~~i,:x:dt::rv:;!sreturFYk~ ro- _ ~ C ,,t~ ~:~Pre»x:.xz;~uY~~'' I N ~ ~•vra:rr,,,~rk:~hvr~F,A!:a4xw N Ie~ r WEYERHAEUSER COMPANY ~:i:~~rSEPTI__r~P=°~-~2~ ~ 4;i;~'.•i:tdnr:~r: i\ ~ra~j;~l,llt~+ REVISED: 12/12/03(NCDOT COMMENTS) CARTERET 15 OB 576, PG 477 1 sSYSTEM~`-= ~`'"`~`=~'~w'<''-"~ REVISED: 11 04 03 DENR REVISIONS Er'-.;•i~I??~~- a N 1.971 ACRES r _ REVISED: 10/22/03(TRC COMMENTS) ~S ~S• ~~~5 ~ -'~s': REVISED: 10/20/03(SEPTIC LOTS) 60 ~x~~d ~8' J4 83 r Xo R.~„~~ 100' 50' o loo' 200' soo' 9 ~ ; 3.803 ACRES ~ r~ d- G q `w~.wrza~ a GRAPHIC SCALE: 1" = 100' ~ s ~ .`;v. ° SHEET 6 OF 14 ' ~ PRELIMINARY PLAT COMPOSITE MAP s dt~~ , BENCHMARK 4s mild. • I- EXISTING NAIL IN 14" PINE " w & EROSION CONTROL PLAN ELV.=8.oa s w Q APRON DESIGN-FES 20 2 0-5.62 CFS ~ EIP N s.l WIDTH 0 FES=4.5' x WIDTH 0 END=11.5' ~ w ~ _ w LENGTH-10' ::,t:~~. ~ DEPTH=22" 404 wETLANDS s, WEIGHT=7 TONS BOUNDARY 'rii*: SECTION 1 s.s 1 \'~S 40LF 18" RCP 00.30x l'~ ? REFERENCE: DEED BOOK 1007 PAGE 409 ~S• WITH 2-FES ' 46' SEOIMENI~TRAP 43 SEDIMENT TRAPS - OF THE CARTERET COUNTY REGISTRY S VOLUME .270 & • w 8 VOLUME : 1626 CF - Z w~ SIZE : L=45' s1zE : L=2o'Mfi J MERRIMON TOWNSHIP CARTERET COUNTY NORTH CAROtJNA SEDIMENT TRAP 41~~~ 40 W=12 53 D-7 404 WETLANDS = ~ ~ VOLUME :1626 CF ~ D°3 ~'l~-_ 2s ~ OWNER: SIZE : L=45' ~ ~ GREENVILLE TIMBERLINE, LLC W=12 ~ ~Cn. • 4.ezrf Q D-3' FE ADDRESS: 150 EAST ARLINGTON BOULEVARD, SUITE E oy ~h 5.50 R=35' GREENVILL APRON DESIGN-FES# 19' K i 3.09 E, NC 27$58 Q=5.62 CFS FE x WIDTH ® FES=4.5' a.sa PHONE: (252) .355-9288 WIDTH ®END= 11.5' 52x FE LENGTH= 10' INV 1 t6 .30Xx 4.73 DEPTH=22 Baldwin and ASSOCIATES DESIGNED: MWB APPROVED: MWB WEIGHT=7 TONS B s Ado OPEN AREA ENGINEERING, LAND SURVEYING SEDIMENT TRAP# 42 AND PLANNING DRAWN: KWH DATE: 10/09/03 VOLUME : 306 CF BENCHMARK g q SIZE : L=20' EXISTING NAIL IN 12 PINE ` ~06 S8 64 1015 CONFERENCE DRIVE W=8' ELV =7.15 ~T o A GRE NVILLE NC, 27858 D=2' oT " (252 756-1390 CHECKED. MWB SCALE: i = 100' ACAD 2000: Merriman Bay Comp C&G FILE: MERRIMON FILE# 03-143 SITE DATA BEACH ACCESS AREA TOTAL AREA. ...353.88 AC. ~.,v, REATED 74 NUMBER OFLOTSC ~ ~ ~ ~ ~ mot. , e AREA IN OPEN SPACE... .1.67 AC. -,fir : ~ ~ ~ 4 ~ ~ LINEAR FEET IN STREETS .9,443 LF ~ ~ i 5~ ~ ~ ~ AREA IN NEWLY DEDICATED R/W S. ..13.43 AC. ~ ~ ~ ~ ~ ~ ~ ~ ' ~ REQUIRED RECREATION AREA ...0.86 AC ~ M^ ~ ~ BEACH ACCESS AREA ~ ~ ~ ~ RECREATION AREA PROVIDED 8.41 A . ~ ~ s x. .MJ~ W b " ~ 60 lv~l. ~ ~ ~ ~ RW ~ ~ ~ AAA M~ ~ ~ e; rx?"'~.. JIG SIG ~ ~ ~ SIG JIG . t ~ F~ ~~'~5. ~ ~ .y(, yS' :q~-.p~+,{.},}Ae".iRTiiS ...~:':.1~ JIJIII yr .r, V l 1 ' u JAM ~ ~ •Yc g~.1~` ~5 ~ ~M .....r-. e « Y,. ~~x tt. ~ ~ JIG ~ ~ JIG ~ ~ ~ 11G ~ ~ ~ ~ etc, ,rz=~. p ,1y 3~-u~~' ~ ~ x- 8' s' ~a' ~ ~ ~ ~IG ~ ~ ~i ~t~ 4~~ e°~ J.J~J~ U G JIG .z ~ o z ~ DITCH SHOULDER PAVEMENT SHOULDER DITCH ~ ~ ~ ~ ~ ~ ~ FUTURE DEVELOPMENT , $ ~ ~ ~ ~ ~ ~ ~ ~ hTnti. EXISTING GRADE yc ~ .Yc ~ ~ ~ ~ ~ , FOpT 1 4" PER FT. 1" PER ~y` ~ ~"`=``"4~'. t" PER v. T.v rs, OOT t.: • ~ JIG ~ ~ JIG '`'`t~ m~ CEMETERY M~ ~::••-Y ~ f:= ee:.•x ~ ~t i~ JAM J.J~I~ ` ~:~a-axe t~ ,fsq. / a• 6" OR 8"ABC t t/2" 12 _ ~'~!';s:~.~ ,vim ~ t ' ~:;a:~; aF1~ - ` FOR 9 ~n„~; - 0 ~ ar~:~ 0'X600 P RROw 41° ~F"~ ti 1TE n TION ~Y~:~ TYPICAL STREET SEC ~ ~Nrxn ~ N.T.S. NOTE: STO E DE r }:xu~ BE DETERMINED BY ~ ~ ~~y~~'''~% ~ c Mi SUBGRADE SOIL TYPE. -1' ~ ZaB_ ~ ~1 ~ Im -=7 ar=r;zz::e~r/ ~^;ury,~;~,;~s~a ~ EMERGENCY ACCESS WITH ING GATE. ~t 11 is ~ ;:u'~~ J`hJ. A,I.J~ : y~. ~ Y~fW~~ ~~:j -F - ~ / LOCKS COORDINATED EMERGENCY i ` 1t t~. s~ . r•..::-a:~ ' ~ SERVICES. ~ CERTIFlCATE OF PRElll~t NARY PLAT APPROVAL ~ ~ ~-~2r tt u t~ . ~ ~l,M ~ ~ / ~ ,~%pp~/ ti F~ M~ ~ ~ ;GG1~ rtt 1 ~ 95R t I HEREBY CERTIFY THAT THE PLANNING COMMISSION OF CARTERET " ~ COUNTY APPROVED ON THE DAY OF , 20_ ~ ~ / t M~ ARY PLAN Of SU DIVISION AS SHOWN ON THIS PLAT. ~:~u~=i THE PRELIMIN ,B ~ ~ _ ~ ' Zi' ~ ~ / ~ PRELIMINARY APPROVAL IS VALID FOR A PERIOD Of 12 MONTHS FROM , T I H UNDER THE VESTED RIGHTS xrn' i THE ABOVE DATE OR AS ES ABLS EO ~lv. JAG ~ RTIFY THAT THIS MAP WAS DRAWN PROCEDURES, IF APPLICABLE. ~ ~ THIS IS TO CE _ ~ \ ~ UNDER MY DIRECTION AND SUPERVISION FROM AN tNettltl+:PlO ~ ~ I ~ 50 NEUSE 50 R ~ RIVER RIPARIAN ~ \ ACTUAL FIELD LAND SURVEY PERFORMED U `a~ ~c~al - ° ° - ~-r.,:. ~ ~i BUFFER ~ ts' 2t' \ WOODED I Y IR CTION AND SUPERVISION THAT THE ERROR ~m aot~a ~ LNG COMMISSION CHAIR DATE ~?:.`N?~ "=='4ti=`=-~1++ OF CLOSURE AS CAICUlATEO BY LATITUDES AND ~SSIQ °o,~ ..*:r~~:':~"si•Y" k ti r ~ I ~ I I ~ S.J. LANCASTER DEPARTURES IS 1:1 O,000,THAT THE BOUNDARIES m ~ @~ '~'t=':~''''.t~. ; OB 259, PG 200 so' NOT SURVEYED ARE SHOWN AS DASHED LINE; THAT ® - r'rl"~'~i ~ ® SEAL b ,rk.,.::.:.,. ~ THIS MAP WAS PREPARED IN ACCORDANCE WITH a ~ ~ = ''~°~~;;-'rk ~a' 11 0, R/W ~ I I G.S. 47- < ` ~..v. ENDED. ~ - ~ I I p Oa ~ /V V` WITN S MY HAND AND SEAL THIS 9th DAY 'hsUR,or Q~',~ ~h.h ~:;;~;:=~'a~=F'"~~_-~' y~. ii u n C n ii CUL-DE-SAC DETAIL fflllHll S!~ ~xf f WOODED WEYERHAEUSER COMPANY MlC L'WE ALOWIN. PLS L-3082 ----'~3 58 CARTERET 15 d ~ O ®~~g60 11®W® ~l~ll~ ~ O =a e oe 57s, PG 477 SHEET INDEX NORTH CAROLINA, PITT COUNTY ~ NTY AND STATE ®s, ~M I, A NOTARY PUBLIC OF THE COU ~ ~ _ ~ = AFORESAID, CERTIFY THAT MICHAEL WEST BALDWIN, ~ - o ~ ~ .k SHEET 1 OF 14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION CONTROL PLAN .k SHEET 2 OF 14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION CONTROL PLAN A PROFESSIONAL LAND SURVEYOR, PERSONALLY ~ ~v.A ~M AAA ~ ~ 47 ` ~ o _ o a - 6 SHEET 3 OF 14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION CONTROL PLAN APPEARED BEFORE ME THIS DAY AND BEAOH ACCESS AREA F TH ~ ~c ~ 46 ~ yy~ ACKNOWLEDGED THE EXECUTION 0 E ~ O SHEET 4 OF 14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION CONTROL PLAN FOREGOING INSTRUMENT. a .v~.~ M~ ~ ~ ya SHEET 5 OF 14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION CONTROL PLAN SHEET 6 OF 14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION CONTROL PLAN ~ 9~ O O Y HAN AN SEAL THIS 9th DAY , O WITNESS M D ~~i j~.. ~ a® ~ ~ SHEET 7 OF 14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION GONTROL PLAN OF OCTOBER, 2003, e~i~ 009?" ~ .Yc ~ ~ 0 hoOOaoDeO ~M ~ 82 - _ - SHEET 8 OF 14-PRELIMINARY PLAT,COMPOSITE MAP & EROSION CONTROL PLAN NOTARY PUBLIC '~'U` ~ ~ ~ ~ ~ ~ _ -LOGGING RO - SHEET 9 OF 14-PRELIMINARY PLAT COMPOSITE MAP & EROSION CONTROL PLAN ING ROM ' LoGG SHEET 10 OF 14-PLAN & PROFILE, MERRIMON BAY DRIVE, STA. 0+00.00 TO STA. 25+22.63 ® ® . , MY COMMISSION EXPIRES: 04/03/2004 ~ ~ '--t:~==~~ 8t is +r ~ +Ir y~ yc ~ ~ yp z'n~::"~ - - SHEET 11 OF 14-PLAN & PROFILE, BEACHWOOD DRIVE, STA. 0+00.00 TO STA. 28+07.72 ~IG ~ ~ SIG - SHEET 12 OF 14-PLAN & PROFILE, BEACHWOOD DRIVE, STA. 28+07.72 TO STA. 50+77.114 ~ - SHEET 13 OF 14-PLAN & PROFILE, BEACHWOOD DRIVE, STA, 50+77.114 TO STA. 65+140.08 BEACH VIEW DRIVE, STA. 0+00.00 TO STA. 3+60.00 SHEET 14 OF 14-EROSION CONTROL DETAILS ~ ~ ~ ® OPEN AREA JIG aIG ~ ~ ~ ~ ~ ~ - ~ - I~NG ~ ~ ~ ~ sic yl. i? ~ ~ .,fr ~ yr - - y(, .y(i ~ ~ ~ ii 9 ~ ~ * I BEFORE YOU DIG..... * ~ ~ OPEN AREA ~ . North Carolina One-Call Center, Inc. i w Call 48 Hours Before You Dig! ~ ~ y~ ~ y~ ~ ~ ~ atr. ,':'~z'~ i yo HIGHLIGHTED AREA ~ ~ ~ ~ ENCOMPASES THE 1-800-632-4949 ~ ~ 54 ACRES .yli ~ ~ ~ ~ ~ Viz.-= .:»z y 5 'TIMBER ~ ~ ~ yc ~ ~ yc .yc ~ ~ r ~ O 8 R AREA ~M ~ ~ ~ ~ ~ ~ `~s. a ~ 2fi t ~ I 1 o - RECREATION I ~ AREA ~ ~ ~ ~ 3t ~ - ~Yy ' , wooDED I UPLANDS ~ ~ ~ ~ ~ 30 , ~ ;°c WEYERHAEUSER COMPANY 0 ~ ~ ~ ~ ~ - o ~ 2 CARTERET 15 ~ ~g0 1 ' ' ® ~ 18' ~,.,J ~ ' ~o``~o DB 576, PG 477 CONSTRUCTION NOTES GENERAL NOTES I ~I I ~ ~t ~ ~ ~ SIG=~ ~ ; _ • ~ ~ ~.-r ~ AREA OF WETLAND ~ 1 ; ; . AND BUFFER J~ ~ ~ ® ~ ~ IMPACT MPACTED TO 95% MAXIMUM DRY DENSITY EXCEPT FOR 1. THIS MAP IS OF A SURVEY THAT CREATES A SUBDIVISION OF LAND I so' R I 1. PAVED AREAS SHALL BE CO THE TOP 6 OF SUBGRADE WHICH SHAU_ BE COMPACTED TO 100% MAXIMUM DRY WITHIN A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT ~ ~ ~ ~ ~ ~ ~ ~y ® ~ ~ 1 s~ ~ ~ A CONSTRUCTION Tf ~ ; , rvv'~ 87 ~ EXCESS SPOIL FROM RO D NSTRUCTION TO BE DENSITY IN ACCORDANCE WITH AASHTO-T99. P,EGULATES PARCELS OF LAND. o , :•:r 70 89 ~ , SPREAD EVENLY ON LOTS WITHIN THE CONST O ~ IIN THE CONSTRUCTION 2. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 520 2. AlL AREAS CALCULATED BY COORDINATE GEOMETRY. I I I OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990. 3. NO POINTS SET ALONG ADAMS CREEK, GARBACON CREEK OR i I ,v, ~ : f;:-r ~ LIMITS IN 6 (MIN.) LIFTS. (SEED WITHIN 15 ED WITHIN 15 DAYS) 3, BITUMINOUS CONCRETE SURFACE COURSE SHALL BE TYPE I-2 CONFORMING TO NEUSE RIVER UNLESS OTHERWISE NOTED. SECTION 645 OF THE NCDOT STANDARD SPECIFICATIONS DATED t990. ~ 4, Tf11S PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA 4. GRADING SHAU_ BE IN ACCORDANCE WITH SECTION 226 ROADWAY EXCAVATION A$ DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. ~ ~ 72 0o eo.~ ~~;=..:~:_;".h..;~-~~:r_ LEGEND OF THE NCDOT STANDARD SPECIFCATIONS DATED JANUARY 1, 1990. ZONE AE, ELEV,°8.00, REF: FIRM 3720648400 P, DATED: 12/16/2002 Q 5. REINFORCED CONCRETE PIPE SHALL CONFORM TO SECTK)N 310 CONCRETE ' O 1 f. . ~ R/W =RIGHT-OF-WAY AVD FlRM 3720740400 P DATED 12 16 2002. CUL-DE-SAC DETAIL PIPE CULVERT OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990. / / JJ~J` COMMON AREA ~ ~ ~ I ~ 73 ~=t:~,~'F•~ ~ - 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING 5. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES, NO GRID LINE I TIES AND SHALL NOTIFY NC ONE CALL (t-800-632-4949) AT LEAST 48 FACTORS HAVE BEEN APPLIED. ACCESS EASEMENT II~ 8 = ~ \ MBL _ MINIMUM ,BUILDING UNE V ,~~t' - ~ B/B -BACK OF CURB TO BACK OF CUI ~'0 BACK OF CURB UT U UCTION IN ORDER THAT EXISTING UTIImES 6. ELECTRICAL SUPPLY TO BE PROVIDED BY PROGRESS ENERGY. ,E HOURS PRIOR TO COMMENCING CONSTR 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. ~ P ~e:~' 1 ,y - ~ EIP -EXISTING 0 1 ~ s~ ~ ` I N PIPE ~ ~ ~j o ~,z~, - ~ SIP =SET RO IN THE AREA MAY BE RAGGED OR STAKED. 8, ATER SUPPLY TO BE PROVIDED BY INDIVIDUAL LOT WELLS. s~F Q I ' n rim ~ ~ ECM =EXISTING CONCRETE MONUMENT TE MONUMENT 7. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS ANO WORKMANSHIP FOR g, AGE DISPOSAL TO BE PROVIDED BY INDIVIDUAL SEPTIC TANK ~ ti ~ F:.~~ - ~ - NAIL f Q~G EPKN -EXISTING PARKER KALON 9 ~ SPKN =SET PARKER KALON NAIL R KALON NAIL THE CONSTRUCTION OF THE ROADWAY, DRAINAGE, WATER UTILITIES AND SEEDING ~,~5 LON NAIL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE AND FINAL 10, NCDOT DRIVEWAY PERMIT IS REQUIRED. Q v 75 ~ ? - 18 f ~ ~ ~ R -RADIUS ~ ~ ~ PAYMENT FROM THE OWNER, 11. EROSION CONTROL PIAN IS REQUIRED. ,~;a. = -.F s~ \ CH =CHORD ~ _ 18A 5 _ .:Ix PC =POINT OF CURVATURE T R wAT P MI I OCTOBER 9, 2003 12, LOW DENSITY S O M ER ER T S REQUIRED. IRE CON~~N 13. MINIMUM LOT SETBACKS ARE AS FOLLOWS: 400' 200' 0 400' 800' i2o0' O ~ ~ _ - ~ 17 , ~ ` ~i=z , PT -POINT OF TANGENCY %Y FRONT = 20' L;:_..,,- _ r :v_._~ PCC y POINT OF COMPOUND CURVATURE iUND CURVATURE 1. OBTAIN AU. PLAN APPROVALS AND PERMITS. $IpE = 10' GRAPHIC SCALE: 1 "=400' >E CURVATURE 2. HOLD PRECONSTRUCTION CONFERENCE WITH THE OWNER, PROJECT Mti s_~i - - 15A .~0~:~ 78 ~ PRC -POINT OF REVERSE CURVATURE ' a~..t 18 LOGGING` ~D ~ 0~/ ~ \ ~ NPS = NO POINT SET ENGINEER, CONTRACTOR AND A REPRESENTATIVE FROM DEHNR. 51DE STREET = 20' 4 j;_ P =POWER POLE g-~~;~~:'• 4A O . ~ 50' NEUSE , P t - ~ , 3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AS REAR = 30' ESTAL SPECIFlED ON PLANS. 14. THIS SITE IS LOCATED IN THE SOUTH RIVER/MERRIMON FIRE ~M ~,:;~-„r:~~~,~ 15 ;fir: RIVER ` TPED =TELEPHONE PEDESTAL ~:n~:4:~~a NITRIFICATION FIELD _ RIPAtjl~i , INV =INVERT ~~~~~.,f 13A - BUFF FROM ~ 4. CLEAR ROAD RIGHT-OF-WAYS AND SLOPES OF EXISTING DITCHES DISTRICT. ,~q AREAS FOR LOTS 12-15 , _ Mti ~ 14 EACH~IDE OF TC -TOP OF CURB ~~.~.1~~~ ® _ STREAM , EP =EDGE OF PAVEMENT TO BE REGRADED. 15. ALL ROADS ARE DESIGNATED AS PUBLIC AND WILL BE BUILT TO IT 5, INSTALL SEDIMENT TRAPS AND CHECK DAMS AS SPECIFlED ON PLANS. NCDOT STANDARDS. j~;-~ OJJ TB =TOP OF BANK ',tiT^~' =u===r-uua 1yt t:. _ ~ C/L =CENTERLINE 6. ROUGH GRADE ROADS AND INSTALL STORM DRAINAGE PIPING. 16, COMMON AREAS TO BE MAINTAINED BY THE HOMEOWNERS N-~ r „~r~.-' o ~ ~ ~ . ~ MH =MANHOLE 7, INSTALL EROSION CONTROL DEVICES AROUND PIPE ENDS. ASSOCIATION. ~ } FH =FIRE HYDRANT B. UNDERCUT ROAD ANO BACK FILL WITH SELECT MATERIAL. 17.'EXISTING (AND USE OF THE SUBJECT PROPERTY IS WOODED. 9, FINE GRADE SUBGRADE AND PIACE CABC. 1$, ALL LOTS TO BE 80' MINIMUM AT THE PLATTED MBL, MINIMUM ~M - ~ ' o. ~ WV -WATER VALVE BEACH ACCESS AREA ~ n ~o \ ~ GV =GATE VALVE 10. DRESS-UP ALL EXPOSED SLOPES. BUILDING LINE WILL BE ADJUSTED ON FINAL PLAT. 11. SEED ALL EXPOSED AREAS. 19. ALL ELEVATIONS ARE RELATNE TO NATIONAL GEODETIC VERTICAL DATUM ~<m = a~~ O2 k.:~ ::r BV =BALL VALVE C) AJ..I~ ~*r;. 10' PRESSURE / f 'r~~. ,~~c of 12. PAVE ROAD. (NAND 88) ~ ~r MAIN EASEMENT y. ~ -::F3-; RCP =REINFORCED CONCRETE PIPE ~='r'~r~a~ yes.":r~~ ~ ~2 (CRETE PIPE 2Q. THERE IS NO RIGHT TO BUILD UPON OR OTHERWISE IMPROVE ANY OF TAL PIPE THESE LOTS UNTIL A VALID WRITTEN IMPROVEMENT PERMIT HAS BEEN REVISED: 12/18/03(DWQ COMMENTS) ~ ~,~'~:~-r 0 • as:_ ~ CMP =CORRUGATED METAL PIPE T ~~T 4cF~„; ~~~~o CB =CATCH BASIN , "Y... ~NT~N~E OBTAINED FROM THE HEALTH DEPARTMENT AS REQUIRED BY STATE LAW. REVISED: 12/12/03(NCDOT COMMENTS) :mE,r=`~~ FES =FLARED END SECTION noN 1. ALL EROSION ANO SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR CONTACT THE CARTERET COUNTY ENVIRONMENTAL HEALTH DIVISION REVISED: 10/20/03(SEPTIC LOTS) \ CO -CLEAN OUT SS =SEWER SERVICE STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING CONCERNING LOT SUTTABILTIY FOR ON-SITE SUBSURFACE SEWAGE TREATMENT oeuicei i ai R w an rACF I Fss THAN ONCE EVERY WEEK. NEEDED AND DISPOSAL SYSTEMS. _ _ TnTel (11CTI IRRFII ~RF~_3Q1 1 Af RFC + M~ Q NTS = NOT TO SCALE ' `P _ 21. THE LOCATION SHOWN FOR OE5IGNATED SEPTIC SYSTEM AREAS ARE REPAIR WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS APPROXIMATE. APPROVAL AND DESIGNED AREA INFORMATION FOR SUBSURFACE R IVY NOT TO SCALE R CA DESIGNED. SANITARY SEWAGE SYSTEMS IS REPRODUCED FROM INFORMATION SUPPLIED BY _H 321 = 4 1 WATER ,w. SR PUBLIC) C _ N ~ NWL -NORMAL WATER LEVEL 2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES THE CARTERET COUNTY HEALTH DEPARTMENT AND THE SURVEYOR/ENGINEER PIN MAP 6494-02-89-0499 _EVEL WOODED p' R/W \ ( s 0.5 FEET DEEP. MAKES NO REPRESENTATION OR WARRANTY AS TO THE ACCURACY OF SUCH 7EWN OD POINTE, LLC = 404 WETLANDS AREA B 844, PG 347 > AREA 3. ALL SEEDED AREA WILL BE FERTILIZED, RE-SEEDED AS NECESSARY, AND INFORMATION. MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN TO OWNER/DEVELOPER: Baldwin and ASSOCIATES J 9 0 GREENVILLE TIMBERLINE, LLC MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ENGINEERING, LAND SURVEYING BA REENVILLE NC, 27858 F = LL HAVE CAMA AREA TS 1 & 77 SHA 4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON 150 EAST ARLINGTON BOULEVARD, SUITE E /T1 AND PLANNING STREET ACCESS TO ERRIMON BAY DRIVE ONLY COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES. GREENVILLE, NC 27858 1015 CONFERENCE DRIVE (252) 355-9288 252) 756-1390 C&G FILE: MERRIMON CAD FILE, Merimon sheet 1 FILE# 03-143 4 ~4.~ [nom ,n~; 2 ~ ~E3E1`~iC Nl~irll,l~ 4., ~ 2 SEDI VOLT SEDIMENT TRAPS 13 % ;E1 IRON PIPE VOLUME ; 684 CF ~ ~ C SEDIMENT TRAPS 15 o E~`'` 2S ~ SIZE SIZE : 1=20~ ~ Z VOLUME .720 CF ~ ~ ~ ~ ~ acrd W=12 3a 'P ~ SIZE : L=20 D=3 ~ W=12' 5 O 0=3 4 40LF 18" RCP ® ~ / VOLUME T: 702P#CF 4 ~ 0 0.30% W/ 2-FES .3 ~ ~ SIZE : L=20; - iB Faa ciD 7 y, 5 FES 6 ~ W=12 75 / SEDIMENT TRAP 2 ITE o ~ APRON DESIGN -D.2~- ~ INV. 0.39 D=3' p I VOLUME ; 336 CF APR 05 DCFSGN-FES# 5 TB _ FE 7 ~ ~ 0=6.05 CFS ~ WIDTH ®FES= Q 6 e MAlGHII I I SIZE . L=10T ~'Z' ~y1 WIDTH ®FES=4.5' x ~ ~ Te ~E ' I I W=9 0,0 ro Iv ~ (4~ WIDTH ®END= - LENGTH=10' WIDTH ®END=11.5' FES 5 3•s ; _ o` S E SI-{ i 0=3.5' ~ ~ LENGTH=10 INV. 0.55 r ~ i E~Ti ~ ~ ~0 i WEIGHT?7 "TON DEPTH=22 9 \ Te ,c p- . / OF ~ I ~i T ~ Q- WEIGHT=7 TONS ~ 3.0 v ~ 2 6 ~ SED M,. J / / 7 " ~ ~ 3~ 3.9 A REGRADE .a S45 _ o. a DAM ~ ~ b ~G ESIGN-fES 6 445 A~ ON 0 # DITCH lF EXtgT /q.v~~ ~ / ~e ~ O 5.0 Q ~.05 CFS 0 0 ~ I 'H SEDIMENT TRAPS 12 WIDT ®FES=4.5' 20 ~ r /3 ~ 3p' ~v~ ] 5~ ~ J ~ CLD a1 VOLUME :720 CF ~ D=11.5' ~ ~ I ~ I EAS DRA1p~gGE SIZE : L=20' 3,9 WIDTH ~ EN ~ x's``~1'A-;r,. l EMENt ~ X3.3 ~ .3~f x LENGTF~~10' ,.~..r,-• ..r;~':5.. ~0 W_32 DEPTH=22' a a ' q ~1 a . ~ .:u..,., 9~ D WEIGHT=lc'?~NS x ~ >a , . ~s~''ri=:}~ ~ ~ E SNEE ~:_:;J_SE TICS: i q„ (SE ,.9 3.7 / NEW DITCH1 ~ ^~:~>.:a~~'..~ I ~ INE 7' TB ~ ,r SY M~'==.~ 3.a TB CLD F:~~,.,.s.,..~~F• ~ :-.~..:~ar•~i \ MATC 145a 7 E:r_F _z.:~_. ~ "l~ 3.8 //r,,-:~,.,~..- IfJV. -0.50 _ _ I / ir.~;:°~iaj~iAmih':Y^:!i5mi;:s;~~v'k,`r:.+7Tx^^y,m ua"[ri £e3~,Sri}: auc: ^ -,~`iR;. , ..i.::ku'i.^' ..i'k:::s~_~YB:yv:7:i°i31p.:A`n,.R,"., •:sl`P}:$F' :s:RazBk"_i:° .....,.t a. ~J `:a ' a~x..,~~ "~2:;y,~:R~; ~~.",:;'r{a.SX`Y:-Yi~;~a:l:_,.:r:r,*:r.. a~;:'ri' '~~oF:-c / clir-.:::.. 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O B s ` SEDIMENT 6R 2Pi ~~6p VQ'LUME . SEDIMENT TRAP 9. r.. \ GdF""22:a. iluV+R4ti4fi^G'. nr:x5~ V 3 + LUME :612 1 ;':s+}~;;,ari~•~`.:x"ii:.,,''~.~~s+~~`*"~.YFur"r,:ka~;~:"~r="` Teal e. \ ~}a@Hv,n ~c~+~r.••iyvlydn'iv~1ir 1 ~~QQ'' ~ \ ,?:.a2~;. i; rra:vnz~-.....s}„;!3u C p I 3' ~ r S CIE : L=21' Z r"~8'09" W 666.2 ~ p2 ~ W-10, S'IE : L=21' I \ ,.,p'~,~ :..x=r~ r.;s:;:~:ry?:.:~;,~'ai}uw 1 I ~ 'aF m".` T,,, . r:ra'--' ' :~z~~ izib':u.,ea.. R`:r`+*':a±r.'ti: S ~ t ~t D=3' W=10' 2.9 1 K3.3 \ ~~;v:rr°:~i:~~'art...fi='' ~ ke;~a~srx~sagarav I I I D=3 x y \ a:.~.~ x'a€•~r- wav:iia2a'^.zJ,,y~.; LIMITS CONSTR N q"r~;r>'~~1v=~~~='~,1= p9 i N DESIGN-FES EDIMENT TRAP 11 \ ' ~:=~-•-.x1:F,:~~a:;a= ) I 32v:Ra wa~b3~'~ '.Ci,a:S. aZ-T~.:Kµs~<!'3!sPr" 1 VOLUME :612 CF \ ~ ""a'` :aw;;~s>` , ' A. 5°r .!''Vk39,'-erk =8..'u-vfif:diafn ~ ) , A ~ 2 CFS # / -=~R,~~.. - F:., r.,.ra.~~..r. / WID H ®FES=4.5' 2 N DESIGN-FES 3 L=21' \ k2~xa~. -"x~,a~4.r,::b"::a. F•~s1;:=.fiiy 0 ~ SIZE : ~ ~ ~ ~ \ 2.t r_~.,~^_.;vx.'+x~r ~+~L=~:~ :;ir~~ava!u•'`,,:4:cw'..:,4 .z2 cFS 3.4 w=1o' x ivxu~:73FikWYA;x~r3:}~ rFx:T:~ it I , _ - F _ I - <^N:'4}'ti u5L S}Y}Mtik~^' a]XYAn _'&s Rs ~~~s--'sg•::3U>=~;a::1:,;~:-r!k~ / WiDT~I ®END=11.5' ?H ®FES-4.5' v rs , t D-3 {,kaa2;axi,s,~sT YM:=~4a=::.M~i;- 1 1T~1 ®END=11.5' \ 4,:'•~:nazsk..~. ~y•r2.~r,~"; ~at~ ~ I , ~ ~,~<,a: /Q B r ~~;~~~.~~~:~~:z"~ry;:~#~ ~ LENGTH=10' , ~ ^ JGTH=10 SEDIMENT TRAP 1 uuw:?' ) r ' .>r}:"..nom ' ~"~.::':~c ~ ~ _ VOLUME : 33 CF ..~~FiFs}x .4:R'ar+* % x';~^~s..~,. TPo-22" h' 40LF 18" RCP ® ~&r_.~,^„ II o I f ~;„;.,rh~a~,-,;:, - ~ r~ WEIGHT=7 TONS o ~;;;'L~;;~;''°~:'.w ~ 2.5t7 ACRES U~ IGHT=7 TONS SIZE : L=10T p'=~`'~`~"d`~' " + t n r~~' 0.30% W/ 2-FES W=9' ~ ".n;.::u} • ~nQraFZa~:w ;~s~; ~ 0.7 s I M t ~ \ \ II~t U100DED ~ t T6,6 ~ ~ ~ If \ 1 r;,}~.~c=za. z ,.,:c;- ksa' -k?„~YFa~:,-:- sr' - 1 .~yr~-,x: pear. s.~.a~ ~:y!tia-.. .~~-t"?.-" 9 I 1 ~ •a,taFi*Aze,.rr.-`a~"',.S`~z'.. 'a,Aas};}3~.. :t,` ^axa~(' r , FES# 4 ~ ,,r:,~A. ,fir I:3}x .,SEPTIC,: , ELLINWOOD POINTE, LLC z 15a~ DITCH 49 aT6 ~ 3 SEDIMENT '~!a~:; ,,:.,.:r;y;~,,,F:;, ;;~U`,~~t'r I ; re ~ , X.a INV. -0.28 - . " rs I a.2 - DAM '~'~r: ;nnnaia!, ~i,.:'...;r~L~..,-a~;z 30 ~RAINA _ ) DB 844, PG 347 3.2 "~~~;'~o~i--~ag g~ TB CLD I ClD TB I -D2 35 x tea`:' . w.. z' , • ~Ye"`:riv;:w~€' N n,~ '~r;~~;xiert, k, - l.2 . .5 r.~ WyiMW:: r I UT & FILL FES~L9 TB e a 5 / CLEAt11 0 -0.12 X• REGRq TB 'lD iv::r~•_ , F.'~..:nx-.~,.:..a, ~ c ~ -r' - - a - - ~ ' ' eat°:;~. ^,tr' 260LF EXIST. ~~z;~,:F'.''.'r:}~r~:i~-+.ax -:a3+ixa-,' ~~:`y 4 6 - - =,1 -r s DITCH W/ SUITABLE INV. -0.12 ~ NATIVE MATERIAL' DIi"CFA ~ NEW DITCH ;eRrnz}~xaa' :}%eFiaa:+sxsk wu::rsu'4imF=;•a ig - ~ p r 3:1 Si~ INV. -0.80 :<'~;,::..n;~=='a.:,,-x<.r."..%%;:a~r;r}:iN::•::4-;:- ~ EYIST. DITCH ~ 320. ~UMET: 954#CF TRAP# 8 O ' OPES 6 `•~:`~G~3~`.;=:v~~;.~}:::x'.. :w:a,:::;,.: ~ Bp '7 ) 954 CF 6 VFW 8 TOM 0 Or ~~~t!`'~~~°m"k,1?%'a~' `,ti~ I ~ TO REMAIN B o,, 6 ~ -z,...:~~'..: ;w r.~52r~'~ ~ ,B. ~ a~ WOODED a.o SIZE : L=27' p p f ~g x3 0_3? Rpa.s 12 a R ~ ~ ,r,. .C ~ APR ,pESIGN-FE 4 ma'c4ez;~s~jrxir'.;~ ~.r ~'.~~4~~:. ~ ~ ' 1 r + F .Y E ~ H A E I~ F R C ~J ~VI I~'~ ~ ~ / _+3„ ~ ~ N ~ ~ Q ~ - ~ :s3;::!ax~Re~.~R' r'-:'F:~ N.~• rk:;r' I -4.5' - a~a~ ~ CARTERE~ 1 WIDTH ® S ~.>z;:°°~F "~~;~=~,::~~~4x I 3.7 ~ ~ x 3.7 WIDTH ®`END=11.5' 78 i f r r DB 576, PG 4%7 x ate,. ..`d. d:z~rs' LENGTH=tO' - " ' ~ I/ I --c-~~x:a~?tn ar. z~ z• ~ ~ 1 _ 17.070 ACRES 1p ~ )J'i ~ SEDIMENT TRAP 10 WEEIPGHT Z7 TONS i ; ~ ";say ~`='s`ty'"" ~ ~.-.ate.. `%~s <';i;.~ir-~~;''-'i%~ p• J3 < VOLUME : 954 ~F 33 a x SIZE : L=2T o. ,.t ~rr~`~.;:rrsuss;t_~"y~'~+.-t.=:<.">c.,g`w-.~ ' :era:,..:+:ka,,,.:,,..,. r!~~,C~s: ~ V ~ W=12' 77 rea.t )ro D=3 i , , . ~-r~s':::as~=,SEF ICS= zo a ~ , 3.759 ACRES 3.~ ~ I I + o STEM, 0 Rs3 O pNON-SUIT ~ LOGGING AND s M 2 o 20 I FOR SEPTIC i o F ~ HYDRO-AXING ~ o ~o' IN THIS AREA. 3.570 ACRES Ra200'(TYP) z p SYSTEM ~,r,} ' ~ ' :t'S~µYk~~:~'.ri:~'..u4+°''~„.. ~5,~.., a~~F!$3 51 a) J~ ~ v INSTALL TEMPORARY 30" SPI J;:~~Re":: 3us~i~:.4i' izs:aF:"x+riz~an~!azs~~ r~ J~5 GRAVEL CONSTRUCTION ~ CURB 30" SPILL na.~,aaa"a_,,~:.,;.}...;aa;;<:}; I c CURB & %Mr'rdna:4s:~ry~:'. ~t%x;=~"'--'-'~~Ys'_'~~ ) m }:ayY:.s:;zrr2}srsya'.L54;;~:,-'-s~:'•'2 ~'{'r-*4"~triytiiv4~a; , ~ 404 WETLANDS - ~,}v GUTTER '?fA`:a(F.!S.;tiR.~"/rr6:~R~' ' i-'4W:a~:~~:.~ ' ^n:izv'v)§~'C'C)v? , I N f GO ENTRANCE/EXIT >i GUTTEI APRON DESIGN-FES# i r7 BOUNDARY ~»~;a':r~;v'~<'1:,'"^w:'.F,rv;;Tr:~xa.~. ra..suv~aaa~:,5+~ I ~ V l{1^Y w5FA'.~T"v:cR07 J 3 '"'^a wi'f a;~ak5? 'S''s 1 F ~k:: .R~fr,~;':S kHPY~°iPef :~,;~>d°'~",-.'~' :~srsu ' zrA',~~' I 0=5.00 CFS - aF.a' ~ LCfr3u" d3:5W:3 ~ ' d~jY - I I WIDTH ~ FES=4.5' 1g, ?8' ~ _ WIDTH ®END=i1.5' ~ a~R:.' : an-_ 1 'T~`^ SET IRON PIPE , ~ tr>,~ ELV.=4.75 1 r r ry a2a~a,kr--a~~ ~~a ' ,A~ ~ - I ~ LENGTH=10' DEPTH=22 I HT ~ ~ ~ ~"4 WEIGHT-7 TONS 10'x70 Sc z:e - 404 Q ~9, TRIANGLE(TYP) 'x ;404 UJETLANDS~~= ~ T - - - ) - LING A,ND BB .3.7, N .I~x:~.~:-*.~~r;~~.~' LOG I ;.i°.".. HYDRO-AXING ' ' 6, u' nD~ .x ~ "sue'=.'_ y.~ ~0; ~ .s~,'.•.fs.`:_ y.',~~~~+uX..:s,4`-ras^xK~.,•r'"R,ts~;~ .Y - ti,r re~ TB .9 .:•.!:@F~": °#:Fui?'Y" ~ °c .':°aui-2ixFn':r1;a.te5.' t I 4xv°anxrx&.vn. , _"._~~~==;==au::.s ,~`:.,r;Y,~:.:-::2:.~}P~ IN THIS AREA D 09 I~ aL ~ -~u:~. a{-~,.~* ~~~yq~~, sr22,r'• _'v:"~,'~ ?xai4E,?'4L X13}%r~'' I .4kQ.'LlM.°u~,'-:k".:25?ti";'v"r~irS^rk' ,.ma '';k.~~;aam'EE}~i:}r::a~3: u~R,--' ~ :~y:'y.^.. .r.,.warsi vl:C;.}i?N'..:7n':^'x':CiiP..'•~L4'a"L'gi4Yw~L'~ J~/\/L/V`J / r '°-}?:.m;`e(.R_?x~mili~rr',c 'r.'i d:l3da'~ ud',{tiY... -..:'c5 n~ ' YV,.Si,S.v.! .~5%!tN '26,t',;~~;~;?is: ~^..G:"''v 1) 1 v S 41'07b1' W ?19 ------t G 3 a.~ > m , };c' r S •-xT ~@3:A ~askia!n^.Fr° ~ ' • ~ x:.nti . ktvS.vi :'SxS R}R):"i ) I s I v9: xnt.'A :n,mi5 =7: u'SC1'• :z~.i^5 ,,R?Ck";. .Sr s --t FES 1---- CLxa,3 ` S INV. 1.61 - x - I ec 4.0 - 64 • ~iki},~P `:i ;l% is x• •1.i4k "fluF^14i5. s~~":i'~fzS, f 4 Q2' :~2x;R;~r..~~R.Sa .:^r;s ....R,;-".°.a~~>;u'cm v~?~ ( I .t:,nr ° - bran:. I - __..-t-----.._- , - - - I 88LF 18" RCP ® w >k m#!a.: ':xia=' rsR§w 6 ~ 'su';sr'~' I 98869~18j _--y~ ate' I+ ) 0.30% W/ 2-FES ~Cy~ J ' I ' 1.. W ~~5~ B 1 + I S 44'08'43" W S 39'40'28" W ~ 1 4.47' CH S 51'41'51" W 5 _ w ,B (CH) i8 .5 t056e 39.93'(CH~ 0 ~ ~ 155,96'(CH) APRON DI R=792.25 0 R=988.69 R=988.69' 0=5.00 t 69• APRON DESIGN-FES 2 ~ ~ •R',~~: ^ 40a WETLANDS ,c o ~ Q 5.00 CFS ~ - BOUNDARY 11 ' WIDTH Z WIDTH WIDTH ®FES=4.5' =11.5' l I , WIDTH ®END LENGTH=1 DEPTH=2. LENGTH=10' li DEPTH=22" C ' WEIGHT=7 WEIGHT=7 TONS V I ' z X60, o D r ~ 3 /~j, ~ ~ . a,6 J ,,plpppltl 1 `a ~ B~ ~ 4~7i fl~ddd O ~ , t ` 6 1f ~A "'e A V pPS +~'V °~p m O \ ~ I I ~ M ~ P ~e q 4 e~ " ~ 0 ~ gq ~ ~ 1 I ~ e CY+ ` r y J ~ V O L 3 q Z r~ \ 9 f 1 ~ d V ,9. I I ~ ay~c 5 \ ~ ) / P''? C'~ ~pa~ap:~oavy~ }a anti a`~ i I dddd? 4'~'L'~t .`o` °9 ~ rdd~ddppPlS`t`tL REVISED: 12/18/03(DWQ COMMENTS) ~ REVISED: 11 04 03 DENR REVISIONS) \ / / ( 9'Ao ~ ~ REVISED: 10/22/03(TRG COMMENTS) ~ S r r ~ ) r 1 r i 100' S0' 0 100' 200' 300' \ \ ) I ~ \ I I ; i GRAPHIC SCALE: 1" = 100' \ ~ , I \ , , , SHEET 2 OF 14 ; PRELIMINARY PLAT, COMPOSITE MAP ' PLAN 6c EROSION CONTROL 1+ ,~I ,a) 1~\ JI 5 \ + SPKN LOCATED AT ~ ~ r CENTERLINE INTERSECTIONR ON 1 OF ROWE COURT AND NCS ~ SECTI 1321 {4H ROAD) ~ REFERENCE: DEED BOOK 1007, PAGE 409 ` ~ OF THE CARTERET COUNTY REGISTRY R ' V ~ s 7s'SS'3s" E MON TOWNSHIP CARTERET COUNTY, NORTH CAROLINA ~ ~ 103.55 MERRI , C , ~ i ~ W ~ Q , ~ R ~ OWNER: GREENVILLE TIMBERLINE, LlC ennRF~c• 15(1 FAST ARLINGTON BOULEVARD, SUITE E 11~/ ' ; \ EIP GREENVILLE, NC 27858 "GPS SPKN #2" N 59'20'08" W GRID 83 , 146313 PHONE: (252) 355-9288 {NC GRI ) i K=2,700,272.287 It Y=448,640.362 i Baldwin and ASSOCIATES DESIGNED: MWB APPROVED: MWB S 87'03'33" E B 98.73' ENGINEERING, LAND SURVEYING 1" KA AND PLANNING DRAWN: KWH DATE: 10/09/03 GPS IRON PIPE 1015 CONFERENCE DRIVE (NC GRID 63) GRE NVILLE NC, 27858 _ X-2,701,530,823 Y=447,894.154 252 756-1390 CHECKED: MWB SCALE: 1 - 100, ACAD 2000: Merriman Bay Comp C&G FILE: MERRIMON FILE# 03-143 _