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HomeMy WebLinkAboutSW8041019_HISTORICAL FILE_20050308STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW2U:l/Q l� DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD RV.'.CEIVED �i MAR 0 S 2005 NCDENR BY: North Carolina Department of Environment and Natural Resources Division of Land Resources James D. Simons, PG, PE Land Quality Section Michael F. Easley, Governor Director and State Geologist William G. Ross Jr., Secretary March 8, 2005 LETTER OF RECEIPT OF REVISED EROSION CONTROL PLAN Wooten's Electric Mr. Edgar R. Wooten, President 291 Stone Chimney Road Supply, NC 28462 RE: Project Name: Wooten Electric Project ID: Bruns-2005-127 County: Brunswick River Basin: Lumber Submitted By: Norris, Kuske & Tunstall Date Received by LQS: March 4, 2005 Plan Type: REVISED Dear Mr. Wooten: This office has received the revised soil erosion and sediment control plan submitted for the project listed above. G.S. 113A-54.1(a) requires that this office approve or disapprove a submitted revised plan within 15 days of receipt of such plan. Failure to act by this office within this time period shall be deemed approval of the revised plan. Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to the approval of an erosion and sediment control plan is a violation of the Act. The approval of an erosion and sediment control plan is conditioned on the applicant's compliance with Federal and State water quality laws, regulations and rules. If you have questions please do not hesitate to contact this office. Your cooperation in this matter is appreciated and we look forward to working with you on this project. Sincerely, Todd C. Walton Land Quality Section cc: J. Phillip Norris, PE, Norris, Kuske & Tunstall LQS — WiRO; SWS-WiRO Wilmington Regional Office 127 Cardinal Drive Extension, Wilmington, NC 28450 Phone: 910-395-3900 Fax: 910-350-2004 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality March 3, 2006 Mr. Edgar R. Wooten, President Wooten's Electric, Inc. 291 Stone Chimney Road Supply, NC 28462 Subject: Approved Plan Revision Wooten Electric Stormwater Project No. SW8 041019 Brunswick County Dear Mr. Wooten: On March 4, 2005, the Wilmington Regional Office received a plan revision for Stormwater Management Permit Number SW8 041019. The approved revisions include changes to the layout of the built -upon area on the site and an overall reduction in current built -upon area from 80,656 ft2 to 76,280 ft2. The future allocation of built -upon area increases from 3,536 ft2 to 7,912 ft2.. It has,been determined that a formal permit modification is not required for the proposed changes. We are forwarding you an approved copy of the revised plans for your files. Please replace the old approved plan sheets with the new ones. Please be aware that all terms and conditions of the permit issued to you on January 5, 2005, remain in full force and effect. Please also understand that the approval of this revision to the approved plans for the subject State Stormwater Permit is done on a case - by -case basis. Any other changes to this project must be approved through this Office prior to construction. The issuance of this plan revision does not preclude the permittee from complying with all other applicable statutes, rules, regulations or ordinances which may have jurisdiction over the proposed activity, and obtaining a permit or approval prior to construction. If you have any questions concerning this matter, please do not hesitate to call me at (910) 796-7404. Sincerely, Linda Lewis Environmental Engineer 11 ENBlarl: S:IWQSISTORMWATERIREVISION1041019.mar06 cc: Phil Norris, P.E., Norris Kuske & Tunstali Delaney Aycock, Brunswick County Building Inspections Linda Lewis Wilmington. Regional Office Stormwater File Central Files Np�thCarolina Alaiura!!y North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone (910) 796-7215 Wilmington Regional Office Internet: w%vw.ncwaterguality.ore Fax (910) 350-2004 An Equal OpporfunitylAffirmative Action Employer — 50% Recycledl10% Post Consumer Paper Customer Servicc 1-977-623-6749 NORRIS, KUSKE SZ TUNSTALL CONSULTING ENGINEERS. INC March 3, 2005 Ms. Rhonda Hall NC DENR Division of Water Quality Water Quality Section 127 Cardinal Drive Extension Wilmington, NC 28405-3845 Re: Wooten Electric SW8 041019 Plan Revision NKT Project No. 04143 Dear Ms. Hall: VAR u 411. 705 8Y: - J. Phillip Norris, P.E. John A. Kuske. III, P.E. John S. Tunstall, P.E. J.A. Kuske, P.E. of Counsel The Owners of this project have directed us to make changes to the site plan. The result is a reduction of impervious area to 76,280 SF, which is well within the 84,192 SF, which is permitted. We are enclosing two (2) sets of revised plans showing the new site layout. The retention pond has not changed. Please contact us if you have any questions or comments. Thank you for your assistance on this project. Sincerely, NORRIS, KUSKE & TUNSTALL CONSULTING ENGINEERS INC. J. Phil orris, P.E. Nlasn 04143 03-03-05-s-sw-plan revision-Itr cc: Edgar Wooten I Wooten's Electric, Inc. 902 Market Street • Wilmington, NC 28401-4733 0 Phone: 910.343.9653 • Fax: 910.343.9604 State Stormwater Management Systems Permit No. SW8 041019 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY STATE STORMWATER MANAGEMENT PERMIT HIGH DENSITY DEVELOPMENT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO Edgar R. Wooten, Wooten's Electric, Inc. Wooten Electric Brunswick County 01zaICl0 construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and specifications and other supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this permit. This permit shall be effective from the date of issuance until January 5, 2015, and shall be subject to the following specified conditions and limitations: I. DESIGN STANDARDS 1. This permit is effective only with respect to the nature and volume of stormwater described in the application and other supporting data. 2. This stormwater system has been approved for the management of stormwater runoff as described in Section 1.6 on page 3 of this permit. The stormwater control has been designed to handle the runoff from 84,192 square feet of impervious area. 3. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved plans. The built -upon area for the future development is limited to 3,636 square feet. 4. All stormwater collection and treatment systems must be located in either dedicated common areas or recorded easements. The final plats for the project will be recorded showing all such required easements, in accordance with the approved plans. 5. The runoff from all built -upon area within the permitted drainage area of this project must be directed into the permitted stormwater control system. Page 2 of 7 State Stormwater Management Systems Permit No. SW8 041019 6. The following design criteria have been provided in the wet detention pond and must be maintained at design condition: a. Drainage Area, Acres: 2.97 Onsite, ft : 129,526 Offsite, ft2: None b. Total Impervious Surfaces, ft2: 84,192 C. Design Storm, inches: 1 d. Pond Depth, feet: 4.5 e. TSS removal efficiency: 90% f. Permanent Pool Elevation, FMSL: 11.10 g. Permanent Pool Surface Area, ft2: 9,204 h. Permitted Storage Volume, ft3: 8,864 i. Temporary Storage Elevation, FMSL: 12.0 j. Controlling Orifice: 1.5"0 pipe k. Permitted Forebay Volume, ft3: 5,046 I. Receiving Stream/River Basin: UT Lockwood Folly River/Lumber M. Stream Index Number: 15-25-1-(1) n. Classification of Water Body: "C;swig II. SCHEDULE OF COMPLIANCE 1. The stormwater management system shall be constructed in its entirety, vegetated and operational for its intended use prior to the construction of any built -upon surface. 2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired immediately. 3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited to: a. Semiannual scheduled inspections (every 6 months). b. Sediment removal. G. Mowing and revegetation of slopes and the vegetated filter. d. Immediate repair of eroded areas. e. Maintenance of all slopes in accordance with approved plans and specifications. f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch basins and piping. g. Access to the outlet structure must be available at all times. Page 3 of 7 State Stormwater Management Systems Permit No. SW8 041019 4. Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ. The records will indicate the date, activity, name of person performing the work and what actions were taken. 5. Decorative spray fountains will be allowed in the stormwater treatment system, subject to the following criteria: a. The fountain must draw its water from less than 2' below the permanent pool surface. b. Separated units, where the nozzle, pump and intake are connected by tubing, may be used only if they draw water from the surface in the deepest part of the pond. c. The falling water from the fountain must be centered in the pond, away from the shoreline. d. The maximum horsepower for a fountain in this pond is 118 horsepower. 6. The facilities shall be constructed as shown on the approved plans. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this permitted facility, a certification must be received from an appropriate designer for the system installed certifying that the permitted facility has been installed, in accordance with this permit, the approved plans and specifications, and other supporting documentation. Any deviations from the approved plans and specifications must be noted on the Certification. A modification may be required for those deviations. 8. If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior to operation as a stormwater treatment device, and prior to occupancy of the facility. 9. Access to the stormwater facilities shall be maintained via appropriate easements at all times. 10. The permittee shall submit to the Director and shall have received approval for revised plans, specifications, and calculations prior to construction, for any modification to the approved plans, including, but not limited to, those listed below: a. Any revision to any item shown on the approved plans, including the stormwater management measures, built -upon area, details, etc. b. Project name change. C. Transfer of ownership. d. Redesign or addition to the approved amount of built -upon area or to the drainage area. e. Further subdivision, acquisition, lease or sale of all or part of the project area. The project area is defined as all property owned by the permittee, for which Sedimentation and Erosion Control Plan approval or a CAMA Major permit was sought. f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan. 11. The permittee shall submit final site layout and grading plans for any permitted future areas shown on the approved plans, prior to construction. 12. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of ten years from the date of the completion of construction. Page 4 of 7 State Stormwater Management Systems Permit No. SW8 041019 13. The Director may notify the permittee when the permitted site does not meet one or more of the minimum requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies of revised plans and certification in writing to the Director that the changes have been made. Ill. GENERAL CONDITIONS This permit is not transferable except after notice to and approval by the Director. In the event of a change of ownership, or a name change, the permittee must submit a formal permit transfer request to the Division of Water Quality, accompanied by a completed name/ownership change form, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. The permittee is responsible for compliance with all permit conditions until such time as the Division approves the transfer request. 2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-215.6C. 3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other government agencies (local, state, and federal) having jurisdiction. 4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement stormwater management systems. 5. The permittee grants DENR Staff permission to enter the property during normal business hours for the purpose of inspecting all components of the permitted stormwater management facility. 6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit modification, revocation and reissuance or termination does not stay any permit condition. 7. Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual. 8. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit. 9. The permittee shall notify the Division any name, ownership or mailing address changes within 30 days. Permit issued this the 5t�' day of January, 2005. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION Alan W. Klimek, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Page 5 of 7 Page I of I North Carolina Elaine F. Marshall DEPARTMENT OF'TFIE Secretary SECRETARY OF STATE Corporations •Corporations Home *Important Notice •Corporate Forms/Fees •Corporations FAQ *Tobacco Manufacturers •Dissolution Reports •Non -Profit Reports •Verify Certification •Online Annual Reports Links *Secretary Of State Home •Register for E-Procurement *Dept. of Revenue Legislation *1999 Senate Bills •2001 Bill Summaries *Annual Reports 1997 •Corporations 1997 *Other Legislation Search •By Corporate Name *For New Corporation *By Registered Agent Online Orders *Start An Order *New Payment Procedures Contact Us *Corporations Division *Secretary of State's web site PO Box 29622 Raleigh, NO 27626-0622 (919)607-2000 Date: 1 /4/2005 Click here to: View Document Filings I Print apre-populated Annual Report Form I File an Annual Report I Corporation Names Name Name Type NC Wooten's Electric, Inc. Legal Business Corporation Information SOSID: FID: Status: Date Formed: Citizenship: State of Inc.: Duration: Registered Agent Agent Name: Registered Office Address: Registered Mailing Address: Principal Office Address: Principal Mailing Address: Stock 0251494 561661757 Current -Active 6/30/1989 Domestic NC Perpetual Wooten, Edgar 291 Stone Chimney Rd Sw Supply NC 28462 291 Stone Chimney Rd Sw Supply NC 28462 291 Stone Chimney Rd SW Supply NC 28462-3290 291 Stone Chimney Rd Sw Supply NC 28462-3290 Class Shares No Par Value Par Value COMMON 100000 1 For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to webmaster. http://www.secretary.state.nc. us/Corporations/Corp.aspx?PItemld=4805948 1/4/2005 STORMWATER SYSTEM & EROSION CONTROL NARRATIVE WOOTEN ELECTRIC SUPPLY, NORTH CAROLINA For Wooten's Electric, Inc. 291 Stone Chimney Road Supply, NC 28462 (910) 754-6832 October 2004 Prepared by: NORRIS, KUSKE, & TUNSTALL CONSULTING ENGINEERS, INC. 902 Market Street Wilmington, North Carolina 28401 (910) 343-9653 (910) 343-9604 (Fax) E-mail: office@nkteng.com NKT Project No. 04143 NARRATIVE DESCRIPTION: The project site is a 2.97-acre tract located on Stone Chimney Road in Supply, North Carolina. The soils of the site consist of moderately wooded sandy, clay topsoil and grades ranging from 0.5% to 3.0%. Approximately 3.0 acres will be graded to allow construction of a new commercial office with paved parking and paved access. The runoff from the site is estimated using the rational method 10-year design storm and rainfall data for the area. Construction is scheduled to begin as soon as all permits and approvals are obtained. EROSION CONTROL MEASURES: _ The attached plans and specifications give the requirements for erosion control measures. Silt fencing will be provided along each side of the entrance drive where stormwater would be expected to sheet flow from disturbed areas directly to adjacent property. Gravel check dams will not be provided unless the Contractor has to temporarily discharge into an open ditch instead of the proposed storm drain outfall. The detention pond will be used as a silt basin during construction and restored to its design contours prior to completion. A gravel construction entrance will be constructed at the Stone Chimney Road entrance. Maintenance will be provided by the grading contractor and developer. STORMWATER MANAGEMENT MEASURES: The project site is located in Brunswick County. Land disturbing on the site will exceed one acre, which requires the site to comply with the State Regulations. The stormwater runoff from the development will be directed to a stormwater detention pond. CONSTRUCTION SEQUENCE: The Contractor will install the gravel construction entrance and silt fence prior to beginning any clearing and grading operations. Additional silt fence will be installed when and if conditions warrant during construction. The detention pond/silt basin will be constructed immediately after that portion of the site is cleared, and outlet structure with protection will be installed. Disturbed areas will be landscaped or seeded upon completion. MAINTENANCE PLAN 1. All erosion and sediment control practices will be checked for stability and operation following every runoff -producing rainfall but in no case less than once every week. Any needed repairs will be made immediately to maintain all practices as designed. 2. Install erosion control measures before beginning construction or as soon thereafter as possible. All erosion and sediment control practices will be checked for stability and operation following every runoff -producing rainfall but in no case less than once every week. Any needed repairs will be made immediately to maintain all practices as designed. 3. Maintain the gravel construction entrances in a condition to prevent mud or sediment from leaving the construction site. The contractor shall inspect the construction entrances on a daily basis. This will require periodic top dressing with additional No. 4 stone. Any objectionable materials spilled, washed, or tracked onto public roadways shall be removed immediately. 4. Install erosion control measures around the drop inlets as shown on the plans to trap silt during construction. Inspect the erosion control around the inlets after each rain and make repairs immediately. Remove sediment when it becomes 0.50 deep to provide adequate storage volume for subsequent rains. When the contributing drainage area has been adequately stabilized, remove all materials and any unstable soil and either salvage or dispose of it properly. Bring the disturbed area to proper grade and appropriately stabilize all bare areas around the drop inlets. 5. Sediment will be removed from behind the silt fence when it becomes 0.5 feet deep at the fence. The sediment fence will be repaired as necessary to maintain a barrier. 6. Inspect temporary sediment traps / check dams after each period of significant rainfall. Remove sediment and restore the trap to its original dimensions when the sediment has accumulated to one-half the design depth of the trap. Place the sediment that is removed in the designated disposal area and replace the contaminated part of the gravel facing. Check the structure for damage from erosion or piping. Periodically check the depth of the spillway to ensure it is a minimum of 1.5 ft below the low point of the embankment. Immediately fill any settlement of the embankment to slightly above design grade. Any riprap displaced from the spillway must be replaced immediately. After all sediment - producing areas have been permanently stabilized, remove the structure and all unstable sediment. Smooth the area to blend with the adjoining areas and stabilize properly. 7. No cut or fill slopes shall exceed a side slope of 1 vertical to 3 horizontal unless otherwise specified on the plan. All slopes shall be seeded and stabilized within 15 days. 8. The stormwater ponds will act as sediment basins and will be cleaned out when the level of sediment reaches 2.0 ft below the top of the riser.' Gravel will be cleaned or replaced when the sediment pool no longer drains properly. 9. No cut or fill slopes shall exceed a side slope of 1 vertical to 3 horizontal unless otherwise specified on the plan. All slopes shall be seeded and stabilized within 15 days. 10. All disturbed areas shall be seeded within 15 days of disturbance. All seeded areas will be fertilized, reseeded as necessary and mulched according to . specifications in the vegetative plan to maintain a vigorous, dense vegetative cover. 11. More stringent measures shall be used to halt erosion if those shown on this plan are not effective. 12. All erosion shall be controlled including side slopes before the project is completed. 13. Remove temporary measures upon completion of project. All permanent measures will be well established before project closeout. SECTION 02920 SOIL EROSION AND SEDIMENTATION CONTROL 1. GENERAL 1.1 Contractor shall take every reasonable precaution throughout construction to prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, other water impoundments, ground surfaces, or other property as required by State and Local regulations. 1.2 The Contractor shall install all required silt fences, and construction entrances at the initiation of work, and have these measures reviewed and approved by the local permit authority prior to clearing and grading operations. 1.3 The Contractor shall, within 15 days of suspension or completion of land disturbing activities, provide permanent protective . covering for disturbed areas. Temporary and permanent erosion control measures shall be coordinated to assure economical, effective, and continuous erosion and siltation control throughout the construction and post -construction period. Use the specified seed for both temporary and permanent seeding. 2. PRODUCTS 2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion. 2.2 Fertilizer shall be 10-10-10 grade or equivalent. 2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10 percent magnesium oxide. 2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other suitable material free of undesirable weed seed. 2.5 Phosphate shall be 20 percent superphosphate or equivalent. 2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm weather planting and unhulled for cool weather planting. Purity of seed shall be a minimum of 98 percent and germination shall be a minimum of 85 percent. 2.7 Silt fence shall consist of NCDOT Class A fabric supported by wood or metal posts spaced not more than 6 feet on center. The bottom of the fabric shall be buried a minimum of 6 inches. 2.8 Gravel for check dams shall be #57 washed stone. 2.9 Aggregate for construction entrance shall be #4 washed stone. 2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B as shown. 3. EXECUTION 3.1 General: Take every practicable measure during construction or suspension to work to minimize erosion and siltation. Measures should include good construction practices, temporary physical barriers to sediment travel, settling basins for new ditches, and establishment of vegetative cover. 3.2 Construction Practices 3.2.1 Avoid dumping soil or sediment into any wetland or watercourse. 3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural watercourse and trenching and grading operations. -`- 3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable. 3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise shown or directed. 3.3 Temporary Physical Barriers are required where sedimentation on off site property or excessive erosion is a problem. 3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive erosion and for protection of seedbeds after planting where required. 1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1000 square feet and wood chips at a rate of 500 pounds per 1000 square feet. Jute and mesh should be installed as per manufacturer's instructions. 2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000 gallons per acre. Asphalt emulsion used for anchoring straw should be applied at a rate of 150 gallons per ton of straw. 3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment from the site. Clean silt fence of accumulated sediment after each rainfall event or when it exceeds a depth of 0.5 feet above natural grade. 3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales, shall consist of Class A rip rap at minimum two feet high and three feet thick across the watercourse, with a one foot thick layer of gravel on upstream side. Remove sediment if accumulated to a depth of 1.0 feet at upstream face. 3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all unpaved areas disturbed by the work. 3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4 inches and until a firm, well pulverized, uniform seedbed is prepared. Lime, phosphorous and fertilizer shall be applied during the scarification process in accordance with the following rates: Lime: 45 pounds per 1000 square feet Phosphorous: 20 pounds per 1000 square feet Fertilizer: 17 pounds per 1000 square feet 3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square feet of the specified seed mixture. Seed shall be worked into the bed to a depth of 114 inch. Regrade and seed eroded areas immediately 3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored as specified hereinbefore. Reapply as necessary to retain cover until grass is established. 3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long by 6 inches thick at each entrance to the site used by construction vehicles, until such time as the permanent roadway is constructed. Remove soil if accumulated to a depth greater than 0.5 inches. 3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all temporary and permanent erosion control measures. Temporary structures shall be maintained until such time as vegetation is firmly established in the area protected by the structure. Permanent streambank protection and grassed areas shall be maintained until completion of the project. Areas that fail to show a suitable stand of grass or which are damaged by erosion shall be immediately repaired. END OF SECTION 1 410,�-p J. illip Norris, P.E. JPNlasn 04143 10-13-04-s-sw-Itr Enclosures A� A�agml �-- Aim" - �� NORRIS, KUSKE &TUNSTALL CONSULTING ENGINEERS, INC. October 13, 2004 Ms. Linda Lewis, Environmental Engineer NC DENR Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405-3845 Re: State Stormwater Permit Submittal Wooten Electric Supply, NC NKT Project No. 04143 Dear Ms. Lewis: J. Phillip Norris, P.E. John A. Kuske, III, P.E. John S. Tunstall, P.E. J.A. Kuske, P.E. of Counsel Enclosed are two (2) sets of plans for the subject project, one (1) set of calculations, the original Division of Water Quality Stormwater Management Permit application, the original SWU-102 supplement form, one (1) copy of the stormwater narrative and a $420.00 check for the processing fee. Please review this information for approval and contact us with any questions or comments you may have. Thank you for your assistance on this project. Sincerely, NORRIS, KUSKE, & TUNSTALL CONSULTING ENGINEERS, INC. (kkW* N cc: Kelly Wooten 1 Wooten's Electric, Inc. O T 18 2004 BY: 9 902 Market Street 6 Wilmington, NC 28401-4733 • Phone: 910.343.9653 • Fax: 910.343.9604 SOSID: 0251494 Date Filed: 8/4/2003 2:52:00 PM wooTeolrt7r2oo33:53PM Elaine F. Marshall CD-479 (42) Business Corporation use thist North Carolina Secretary of State 01 North Carolina Annual Report nnual the 2003 034 00979 annual Rep LlaCdi[y Pa Name of Corporation: WOO'TEN'S ELECTRIC, INC. State of Incorporation: NC Secretary of State Corp. lD Number: 0251494 Fiscal Year Ending: Montt,. r Day! year Federal Emptoyer ID Number: 5 6- 2 6 617 5 7 If this is the initial annual report filing, please complete the entire form. It your business corporation's information has not changed since the previous report, check the box and complete Line 8 only. 1 1. Registered agent & registered office Agent: mailing address Maifing Address,. 2. Street address & county of Sireel Address: registered office Cour4y. 3. If registered agent changed• signature of new agent: Isignature constitutes f1]nsenl to the appointment) 4. Enter principal office address here: �Sq 1 s fUr SA�Cq I, , 5. Enter principal office telephone number here: �� t lu �� �' 91 O '7 �l - C9 6 3 2_ 6. Enter name, title, and business address of principal officers here: Comptele Form CD-479A to list additional princtpal officers Name: C C'. �c- lc • c�jjC ems, Tlae: Pir"s e� Address: Cl S 4i1� C+„ VIV, Y\e.+..t C W Stale: ry C— Zip: Name: t l C h C. t-c_) 0 v Title: u t C C OorPS d e,+-- Address: 1. ei f 5 )LMe C htry �o � LAD City: -sLcee � - - - - State: /VC— Zip. Name: [)-Nar` G. 1 In0YhA p i Title: Sec -rote,(- j 71-e"st-rtr Address: �fl r S City: S' Stale: PVC zip: y G y T. tineity oescrtoe the nature of business: P— 1 (-( CCA Cry G•cJ `G $ 8, Certification of annual report must be completed by all corporations • Signature (Form must be signed by an officer of corporation] Type of Print Name f L3 Data Sf.[ /--//ccsa�r✓ Title