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HomeMy WebLinkAboutSW8050410_HISTORICAL FILE_20090313STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW 02�(%y'C(� DOC TYPE ❑CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD STATE OF NORTH CAROLINA Department of Environment and Natural Resources WIRO Regional Office FILE ACCESS RECORD SECTION SWP DATE/TIME NAME ��x�r i REPRESENTING�'S a C- G: 9�p - S5'7-Z77 Guidelines for Access: The staff of the Regional Office is dedicated to making public records in our custody readily available to the public for review and copying. We also have the responsibility to the public to safeguard these records and to carry out our day-to-day program obligations. Please read carefully the following before signing the form. 1. Due to the large public demand for file access, we request that you call at least a day in advance to schedule an appointment for file review so you can be accommodated. Appointments are scheduled between 9:00 a.m. and 3:00 p.m. Viewing time ends at 4:45 R,m- Anyone arriving without an appointment may view the files to the extent that time and staff supervision are available. 2. You. must specify files you want to review by facility name or incident number, as appropriate. The number of files that you may review at one appointment will be limited to five. 3. You may make copies of a file when the copier is not in use by the staff and if time permits. There is no char a for 25 or less copies.-, cost per copy after the initial 25 is 2.5 per copy. Payment is to be made by check, money order, or cash in the administrative offices. 4. Files must be kept in the order you received them. Files may not be taken from the office. No briefcases is a totes etc. are permitted in the file review area. To remove, alter, deface, mutilate, or destroy material in public files is a misdemeanor for which you can be fined up to $500.00. 5. In accordance with GS 25-3-512, a $25.00 processing fee will be charged and collected for checks on which payment has been refused. 6. The customer must present a photo ID, sign -in, and receive a visitor sticker prior to reviewing files. FACILITY NAME } COUNTY 2. 3, 4. 5. Signature ame f Firm or Business Dater Time In. Time Out (Please attach business card to form if available) �'Z i # Copes: Amt. Pd: N/0612005 M 1.:09 FAX 910 343 9604 Norris, Kuske, Tunstall � 0011004 Vpiu 4.11 0�'k &Fru�'� �nS 3�3-G�o53 NCDMR North Cardin Department of Environment and Natural Resources 127 Cardinal Drive Extension, Wilmington, NC 28405 (910)39539W FAX (910)35 Request for Express Permit Review FILL-IN all information below and CHECK requlmd Permb FAX to Cameron Weaver along with a nanadve and vicinity map of the Projects must be submitted by 9, 00 A.M. of fhe review date, runless prfor an J,.�-�NKT�#03075 ' per,-e-y Name Thomas YouJr.,President ~J APPLICANT .�Pres..�, _ -. - Company Midway Development, Inc. Address P.O. Box 14 Ctty/Stee Winnabow. NC Zip �8 79 County Brunswick Phone 910.253.6611 Fax 910- Email NI Address W2 Market Sbwt City/State Wilmington, NC Zap 28401 County New Hanover Phone 914-34-9653 ---Fax 1 3-96 Email pn Iden .corn ❑ STREAM ORIG►NAT70N CERTIFICATION ® STORMWATER ❑ Low Density ® High Denstty-0etention Pond ❑ high Density -Other [] Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site ❑ COASTAL ❑ Excavation & Fill Bridges & Culverts ❑ Structures information MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront ❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with acres to be disturbed. ❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) Wetlands Delineated/No JD ❑ Greater than 0.1 AC Wetlands Impacted Jurisdictional Determination has been done ❑ Less than 0.1 AC Wetlands impacted Greater than 05 AC Wetlands Impacted The legislation allows addf#fonal fees, not to exceed 50% of the original Express Review permit applicaflon fee, to be charged forsubsequent reviews due to the imsutl9clency of the pemrit application& For DENR use only SUBMITTAL DATES: Fee Split for multiple -permits: Sw $ CAMA $ LOS $ 401 $ Total Fee Amount $ 04/06/2005 WED 17:09 FAX 910 343 9604 Norris, Kuske, Tunsiall 2 002/004 --, STORMWATER SYSTEM NARRATIVE MIDWAY STATION BRUNSWICK COUNTY, NORTH CAROLINA For Midway Development, Inc. P.O. Box 14 Winnabow, NC 28479 (910) 253-6511 CAR ' S, 11 Lk •.,,�H1 tL I P r,��•`�� April 2005 Prepared by: NORRIS, KUSKE, & TUNSTALL CONSULTING ENGINEERS, INC. 902 Market Street Wilmington, North Carolina 28401 (910) 343-9653 (910) 3.43-9604 (Fax) E-mail: affioe@nkteng.com NKT Project No. 03075 • �4/06/2005 WED 17.09 FAX 910 343 9604 Norris, Ruske, Tunstall 003/004 r_Tc;L-M-B-4 STORMWATER MANAGEMENT MEASURES: The project site is located In Brunswick County, North Carolina. 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. The stormwater detention pond was designed to accommodate this site at 85% impervious area lot coverage and provide 90% TSS removal without a vegetated fitter. CONSTRUCTION SEQUENCE: The Contractor will install the gravel construction entrance and silt fence prior to beginning any clearing and grading operations. Additional slit fence will be Installed when and if conditions warrant during construction. The detention pondlsilt basins will be constructed immediately after that portion of the site is cieared, and outlet structure with protection will be installed. Disturbed areas will be landscaped or seeded upon completion. The detention pond will be cleaned out to remove any sediment that accumulates during construction. State Stormwater Management Systems Permit No. SW8 050410 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 Thomas Young, Jr. and Midway Development, Inc. Midway Station Brunswick County FOR THE 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 April 19, 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 172,890 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 172,890 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 050410 6. The following design criteria have been provided in the wet detention pond and must be maintained at design condition: a. Drainage Area, Acres: 4.41 Onsite, ft : 192,099.6 ft2: b. Total Impervious Surfaces, ft2: 172,890 C. Design Storm, inches: 1.0 d. Pond Depth, feet- 7.5 e. TSS removal efficiency: 90% f. Permanent Pool Elevation, FMSL: 42.0 g. Permanent Pool Surface Area, ft2: 6,538 h. Permitted Storage Volume, ft3: 16,005 i. Temporary Storage Elevation, FMSL: 44.0 j. Controlling Orifice: 1.5"0 pipe k. Permitted Forebay Volume, ft3: 6,585 I. Receiving Stream/River Basin: Lockwoods Folly River 1 Lumber M. Stream Index Number: 115-25-1-(1) n. Classification of Water Body: "C; Sw" 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. C. 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 050410 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 c—ritea ri:.-- --- ----a=The-fountain-mustdraw-its-watbr-frori--Idss-than-2'-below=the-Ob�manent 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 050410 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 dF5ngesVhave-been made._ T ----- _ ,- 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 19th day of April 2005. NORTH AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION Alan W. Klimek, P.E., Director -�/ Division of Water Quality By Authority of the Environmental Management Commission Page 5 of 7 State Stormwater Management Systems Permit No. SW8 050410 Midway Station Stormwater Permit No. SW8 050410 Brunswick County I, , as a duly registered in the State of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the construction of the project, (Project) for (Project Owner) hereby state that, to the best of my abilities, due care and diligence was used in the observation of the project construction such that the construction was observed to be built within substantial compliance and intent of the approved plans and specifications. The checklist of items on page 2 of this form is included in the Certification. Noted deviations from approved plans and specification: Signature Registration Number Date SEAL -- Page 6of7 State Stormwater Management Systems Permit No. SW8 050410 Certification Requirements: 1. The drainage area to the system contains approximately_ the permitted - - -acreage: .2. The drainage area to the system contains no more than the permitted amount of built -upon area. .3. All the built -upon area associated with the project is graded such that the runoff drains to the system. 4. All roof drains are located such that the runoff is directed into the system. 5. The outlet/bypass structure elevations are per the approved plan. 6. The outlet structure is located per the approved plans. 7. Trash rack is provided on the outlet/bypass structure. 8. All slopes are grassed with permanent vegetation. 9. Vegetated slopes are no steeper than 3:1. 10. The inlets are located per the approved plans and do not.cause short- circuiting of the system. 11. The permitted amounts of surface area and/or volume have been provided. 12. Required drawdown devices are correctly sized per the approved plans. . 13. All required design depths are provided. 14. All .required parts of the system are provided, such as a vegetated shelf, and a forebay. 15. The required system dimensions are provided per the approved plans. cc: NCDENR-DWQ Regional Office Delaney Aycock, Brunswick County Building Inspections Page 7 of 7 01.106/2005 WED 17,09 FAX 910 343 9604 Norris, Kuske, Tunstall 03D41 ❑ � 2.001/004 VP1 RKn5 ��� C� � rt,pd,• ttNi 40 �CpE�lR � f North Carolina Department of Environment and Natural Resources 127 Cardinal Drive Extension, Wilmington, NC 28405 (910)3953900 FAX (910)350-2 f N T #43075 Request for Express Permit Review ALL.-1N all Information below and CHECK required Pa FAX to Cameron Weaver along with a narrative and viclnLk MM of the prof trot loced I r Q Prof acts must be submitted by 9;00 A.M. of the review date, unless prior arran'ge�man :ar? e-� �{ U APPLICANT, Name 1homas Yourn,, r...President --- - ---- - - _�` -- Company Midway. Development. Inc._ - Address P.O. Box 14 CttylState Winnabow NQ Zip 7�9 County nsw * Phone 910-253-M 1 Fax 91.0-2 5%A Email NIA _ PROJECT Name IEERICONSULTANT J"Phillip Norris, P.E.---1 Company jVotzis ,Kdske--&Tunst�all-CofisulSnq Engineers. Inc. — Address C4/State Wilmington, NC Zip 28401 County New Honover Phone 91 D343-9653 Pax 91 3- Email pn__ktenq.corn (] STREAM ORIGINATION CERTIFICATION STORMWA TER ❑ Low Density ® High Density -Detention Pond ❑ high Density -Other ❑ Low Density -Curti & Gutter ❑ High Density -Infiltration ❑ Of( Site ❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Cuiverts ❑ Structures Information MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront ❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with acres to be disturbed. ❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) Wetlands DelineatedlNo JD ❑ Greater than 0.1 AC Wetlands Impacted Jurisdictional Determination has been done ❑ Less than 0.1 AC Wetlands Impacted Grater than 0.5 AC Wetlands Impacted The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee, to be charged for subsequent reviews due to the Imwfficlency of the permit applications. For DENR use only SUBMITTAL DATES: Fee Split for multiple permits. - SW _ $ CAMA $ LOS $ 401 $ Total Fee Amount $ 04/06/2005 WED 17.09 FAX 910 343 9604 Norris, Kuske, Tunstall 9001/004 VP I UA- u0aj NCDEI�IR North Cardin Departrnerd of Environment aM Natural Resowws 127 Cerd nal Drive Extension. Wilmington, NC 284M (910)3953900 FAX (910)350-2004 NKT #03075 Request for Express Permit Review RU-M all Information below and CHECK MW#ed Permlt(s). FAX to Cameron Weaver along with a narrative and vicinity may of the project location. Projects must be submitted by 9.00 A.M of the review date, unfess prior arrangements are made. APPLICANT Name Thomas Young. Jr., f reshient Company Midway Development Inc. Address P.O. Box 14 CitylState Winnakg% NC 4) 28479 County sick Phone 910453.6811 Fax 910-253-5644 Email NlA PROJECT Name Midwav Station ENGINEERICONSULTANT I Phillip Norris, P.E.— ---- _ _- Company Norris. KUske &Tunstall Ccnsulft Engineers, Inc.. - Address 902 Market Street.,City/State Wilmington, NC - - Zip 28401 County New H_ anover Phone 910-343-5653 Fax 910N3-96Q4 Email Pnktena.com ----- —. -- - . ❑ STREAM ORIGINATION CERTIFICATION STORMWATER ❑ Low Density ® High Density -Detention Pond ❑ High Density -Other ❑ Low Density -Curb & Gutter [] High Density-Infifttion ❑ Off Site ❑ COASTAL ❑ Excavation & Fill C1 Bridges & Culverts ❑ Structures Information MANAGEMENT ❑ Upland Development ❑ Manna Development ❑ urban waterfront ❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with acres to be disturbed. ❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands DelineatedlNo JD ❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done ❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted The legislation allows additional fees not to exceed 50% of the original Evress Review permit application f8% to be charged forsubsequent reviews due to the inwfRclency of the permit applications. SUBMITTAL DATES: SW CAMA LOS 401 For DENR use only Fee Split for multiple permits: $ $ Total Fee Amount $ 04/06/2005 WED 17:09 FAI 910 343 9604 Norris, Kuske, Tmstall 2002/004 STORMWATER SYSTEM NARRATIVE MIDWAY STATION BRUNSWICK COUNTY, NORTH CAROLINA For Midway Development, Inc. P.O. Box 14 Winnabow, NC 28479 1� (910) 253-6611 ter/ A(�ss ,V i April 2005 Prepared by: NORRIS, KUSKE, & TUNSTALL CONSULTING ENGINEERS, INC. 902 Market Street Wilmington, North Carolina 28401 '(910) 343-9653 (910) 343-9604 — (Fax) E-mail: offioe@nkteng.com NKT Project No. 03075 04/06/2005 WED 17 ; 09 FAX 910 343 9604 Norris, Ruske, Tunstall &03/004 NARRArnE STORMWATER MANAGEMENT MEASURES: The project site Is located in Brunswick County, North Carolina. 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. The stormwater detention pond was designed to accommodate this site at 85% impervious area lot coverage and provide 90% TSS removal without a vegetated filter. 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/sift basins 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. The detention pond will be cleaned out to remove any sediment that accumulates during construction. 0 1 O Qj 0� - �L4 Date Design A_ NORRIS, KUSKE &TUNSTALL 902 Market Si. Sheet CONSULTING ENGINEERS, INC. Wilmington, N,C.28401-4733 pf 7 Check Job 57D&-n,,jfMjFe D6-6fj, v For Job No. •3i�rv� D 3075 i M-e— O r c 1;eAces = z/ c// 2G oe- /�Z, 099. &o �S�= AaPv3ere I/IiPE75e /" 1U6 • +v R'O !A CO✓�-i�9� `� -aO AO F ur-F,e 5f2llefq = N.033 i = (v. (Q 3 3 9 3 1* 5-0 XF*C4C- 041-" 7h-p.rvc m� = Cv5 3 8 .5F @ .vve,�.�� POOL- Fy+e��-fzv�J p�F e�DO -57v�e—& AR2o = / 7 Z, gso Er- f • Z(/ f/ Z,a sr) x ', Z - /5Fj 7 Z t5 r-r 9, ��, /!�� da S Fr; o►C 0 �Z 4 % Z 8 FT 3 _" , 7�6,9v sec- - a• 0177 PTz- • Date Design A NORRIS, KUSKE &TUNSTALL 902 Market Si. S�jZ CONSULTING ENGINEERS. INC. Wilmington, i.e. 28401-4733 F heck Job 6-M a*nw4rr-- For /771OW�}.-r Job No, DCS-S1(0AJ 67'J b-') 05C 7JJ 2 000 3Ec - o • 00,71 ic-' r z Sl gr 5 Ur>E / /�z ,) oat /� = p . O/ L 3 F t' C id 7=00iff 13 '(1111-Y 51 Z-ICE� : �OCLG` Pa►o-'r Vf�✓/Lt►J � �j't'c�, �F t 17 Cl D 5 F x 5 FT 3 n of -) pvN a �/c c� • - l c, v z �r z + � L � -�, S FT = 2 0 3 ? z TbTrrc. VOL- r- 501 fv Z 22 r'T 3 -alt6 � 1 '"9 ' (P 6 615 FT 3 -; 3 e j & z, Z_ Ffi 3 ! 21 . 5 "Z {&P 6tJ-' W. I0 w1Or4 = FT Taf 45. ca e-s-/ ^�.,PH/ L L I P N ��.•. IO"IJ 1 t li"4*'t% NORRIS, KUSKE &TUNSTALL CONSULTING ENGINEERS, April 19, 2005 Mr. Paul Bartlett NC DENR 1 Division of Water Quality Water Quality Section 127 Cardinal Drive Extension Wilmington, NC 28405-3845 Re: Midway Station SW8 050410 Brunswick County Review Comments NKT Project No. 03075 INC. J. Phillip Norris, P.E. John A. Kuske, III, P.E. John S. Tunstall, PE. J.A. Kuske, P.E. of Counsel Dear Mr. Bartlett: We are responding to your comments of April 18, 2005 as follows: 1.: We are enclosing_a.copy_of the "Articles of Incorporation" for Midway Development, Inc. 2. Easements have been shown on the 18" RCP. All other swales known are in the street right-of-way. 3. A cross-section has been added showing 3:1 swale slopes. 4.1 We have rechecked our calculations .and the impervious area of 10,068 SF for .streets .is correct. 5. The application (SWU-101) has been corrected to reflect a "future" impervious of 162,822 SF. 6. The bar scale has been corrected. 7. The ownership of Tract A-1 is by Midway Development, Inc. There are no plans for development of Tract A-1 at this time and it is not part of this application. The driveway connection is onlyfor-access to the'tract=for mowing. 8. The site is not a subdivision. We .are enclosing .two . (2) sets of revised plans, .the revised Page 1. of 4 e 2 .and. Pagof 4 of .the SWU-101 application, and one (1) copy of the "Articles of Incorporation" for your continued review and approval. Please contact us if you have any further questions or comments. Thank you for your assistance on this project. Sincerely, NORRIS,.KUSKE TUNSTA_L_L CONSULTING ENGINEERS, INC. .� �RUA 10341� J.. hillip.Norris, P. JPNlasn 03075 04-19-05-s-sw response-itr cc: Tom Young 902 Market Street • Wilmington, NC 28401-4733 0 Phone: 910.343.9653 • Fax: 910.343,9604 State of North Carolina Department of Environment and Natural Resources Wilmington Regional Office Michael F. Easley, Governor Date: 4/18/05 To: Phil Norris Company: NKT FAX #: 910-343-9604 William G. Ross, Jr., Secretary FAX COVER SHEET No. of Pages: 3 (Intl. Cover) From: Paul Bartlett Water Quality Section - Stormwater FAX #: 910-350-2004 Phone #: 910-395-3900 DWQ Stormwater Project Number: SW8 050410 Project Name: Midway Station MESSAGE: Phil, A Request for Additional Information for the referenced project is attached. The original will be mailed to Mr. Young, and a copy will be mailed to you. ENBlptb: S:1WQSISTORMWATERIADDINF0120051050410 127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone (910) 395-3900 FAX (910) 350-2004 An Equal Opportunity Affirmative Action Employer WATFq co o -c - April-18*,`2005 Mr. Thomas Young, Jr. President Midway Development, Inc. P.O. Box 14 Winnabow, NC 28479 Michael E. Easley, Governor William G. Ross, Jr., Secretary North Carolina Department of Environment and Natural Resources Subject: Request for Additional Information Stormwater Project No. SW8 050410 Midway Station Brunswick County Dear Mr. Young - Alan W. Klimek, P.E. Director Division of Water Quality The Wilmington Regional Office received a Stormwater Management Permit Application for Midway Station on April 15, 2005. A preliminary review of that information has determined that the application is not complete. The following information is needed to continue the stormwater review-, VuPleaseslde documentation that confirms fcc. ently iregistered with the N.C.N C. Department ohe Secretary of State. jlg�°�✓ / Please8'RCP, and (b) draovide and inage swat s/p ping thatbel easement areas on may be associated ated with r access to: lots. 4�4o� ,/3. Please provide a cross-section detail of the roadway and cul-de-sac that illustrates a 3:1 slope for adjacent drainage ditches. ✓4 Please confirm the on -site streets impervious area entry on page 2 of the �lt)[11, application. The street area may be closer to 13,000 sq ft. M,90 e ent is col please correct the amount for the total impervious area to 1 sq ft or reduce �y�,the future built-�ipc�n area accordingly to maintain 90% impervious area. �5. Please revise the application, supplement, ca cula ions, an drawingP4, as 4116(°'r necessary, based on the response to Item #4 above. r 6� Please correct the scale bar on Drawing C4. The 1 " = 60' scale is correct, but 4�tgr°il the distance marks need to be changed to 60', 120', and 180'. 9�P w7. Please provide the ownership status for Tract A-1 and a narrative of what the plans are at the east proposed driveway. 4ItIN' A! Please enter whether or not the project is a subdiwsion in Section 1.4. on page 1 of the application. If the site is going to be a subdivision, please provide a copy of the proposed deed restrictions to include all required conditions and limitations. North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone (910) 395-3900 Customer Service 1-877623-6748 one Wilmington Regional Office Wilmington, NC 28405-3845 FAX (919) 733-2496 Internet: h2o.enr slate.ncus NortllCarolina An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper Alaturally Mr. Thomas Young, Jr. April 18, 2005 Stormwater Application No. SW8 050410 _ __—_Please_note that -this request for additional information_is_in response to -a: preliminary_ review. The requested information should be received by this Office prior to April 25, 2005, or the application will be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee. If you need additional time to submit the information, please mail or fax your request for a time extension to the Division at the address and fax number at the bottom of this letter. The request must indicate the date by which you expect to submit the required information. The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A. Please reference the State assigned project number on all correspondence. Any original documents that need to be revised have been sent to the engineer or agent. All original documents must be returned or new originals must be provided. Copies are not acceptable. If you have any questions concerning this matter please feel free to call me at (910) 395-3900. Sincerely, t Paul T. Bartlett, P.E. Environmental Engineer ENBlptb: S:IWQSISTORMWATERIADDINF0120051050410 cc: Norris, Kuske & Tunstall Consulting Engineers, Inc. Paul Bartlett Page 2 of 2 A� Aoap�� Aiooi6��. J. Phillip Norris, P.E. NORRIS, KUSKE &TUNSTALL John A.Kuske,111,RE. John S Tunstall PE CONSULTING ENGINEERS, April 14, 2005 Mr. Cameron Weaver, Express Review Coordinator NC DENR Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405-3845 Re: State Stormwater Express Permit Submittal Midway Station Brunswick County, NC NKT Project No. 03075 Dear Mr. Weaver: N C . J.A. Kuske, P.E. of Counsel Qk N � Oy 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 $4,000.00 check for the express permit review 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. J. hillip Norris, P. . JPNIasn 03075 04-14-05-s-sw express-Itr Enclosures CC' Linda Lewis 1 NC DENR Tom Young Q/�. V S�Os o o 902 Market Street • Wilmington, NC 28401-4733 0 Phone: 910.343.9653 • Fax: 910.343.9604 a q, IV STORMWATER SYSTEM NARRATIVE BRUNSWICK COUNTY, NORTH CAROLINA For Midway Development, Inc. P.O. Box 14 Winnabow, NC 28479 (910) 253-6611 �.•'`��, C A RO oo�Ess 19 Q . j, 1 :'- '•ti PN1 LLi? 00 ��°ipa�ilYtOlt. April 2005 Prepared by: NORRIS, KUSKE, & TUNSTALL CONSULTING ENGINEERS, INC. 902 Market Street Wilmington, North Carolina 28401 (910) 343-9653 (910) 34 3-96 04 — (Fax) E-mail: office@nkteng.com NKT Project No. 03075 NARRATIVE STORMWATER MANAGEMENT MEASURES - The project site is located in Brunswick County, North Carolina. 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. The stormwater detention pond was designed to accommodate this site at 90% impervious area lot coverage and provide 90% TSS removal without a vegetated filter. 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 basins 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. The detention pond will be cleaned out to remove any sediment that accumulates during construction. NORTH CAROLINA Department of The Secretary of State To all whom these presents shall come, Greetings; I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do hereby certify the following and hereto attached to be a true copy of ARTICLES OF INCORPORATION OF MIDWAY DEV. CORP. the original of which was filed in this office on the 12th day of April, 2001. RECEIVED APR 1 ??05 BY: IN WITNESS WHEREOF, I have hereunto set my land and affixed nay official seal at the City of Raleigh, this 12th day of April, 2001 Secretary of State Document Id: 2110130S2 Page 1 of 1 North Carolina Maine F. Marshall DEPARTMENT OF THE 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 01999 Senate Bills 182001 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 Print *Printable Page PO Box 29622 Raleigh, NC 27626-0622 (919W7-2000 Date: 4/18/2005 Click here to: View Document Filings I Print apre-populated Annual Report Form I File an Annual Report Corporation Names Name Name Type NC Midway Development, Legal Inc. 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 0095564 Multiple 7/31 /1980 Domestic NC Perpetual Clark, H R 210 E Russell St Fayetteville NC 00000 210 E Russell St Fayetteville NC 00000 No Address No Address Class Shares No Par Value Par Value COMMON 300000 1 For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster. http://www.sccretary.state.nc.us/Corporations/Corp.aspx?Pitemld-4780633 4/18/2005 Page I of 1 Elaine F. Marshall Secretary Corporations GCorporations Home *Important Notice eCorporate Forms/Fees •Corporations FAQ Tobacco Manufacturers •Dissolution Reports ONon-Profit Reports •Verify Certification gOnline 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 00ther Legislation Search •By Corporate Name *For New Corporation,,. *By Registered Agent Online Orders *Start An Order ONew Payment Procedures Contact Us •Corporations Division •Secretary of State's web site Print •Printable Page North Carolina DEPARTMENT OF THE SECRETARY of STATE PO Box 29622 Raleigh, NC 27626-0622 (919)807-2000 Date: 4/18/2005 Legal NC Name: Midway Development, Inc. Image Date Document Document ID 7/31/1980 INC - Articles of Incorporation 000271468 3/7/1986 SUSP - Revenue Suspension 000377000 4/12/1994 ADIS - ADM Dissolution 941020001 For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster. e http://www.secretary.state.ne.us/Corporations/FlIings,aspx?PItemId=4780633 4/18/2005 Page 1 of 1 North Carolina Elaine F. Marshall D E PARTM E T OF THE 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 Print *Printable Page PO Box 29622 Raleigh, NC 27626-0622 (919)807-2000 Search Type: Agent Search Starting Search Date: 4/18/2005 Search Criteria:Thomas Young Search Time: 8:57 AM No Records were found for the 'Thomas Young' on 4/18/2005 8:57:40 AM 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/SearchResultsAgt.aspx 4/18/2005 c'TheWeb's TopographicMnn Page I of I ^" m m � 0 0.3 0.6 0.9 1.2 1.5 km ° ' V 0.1 0.2 0.3 0.4 0.5 wi Map center is330 58' 18"N, 781 07' 51"VV (VVGS84/NAD83) N Lwckwoods Folly quadrangle M=-8'773 Projection is UTM Zone 17NAD83Datum Gz1.605 J0. http://www.topozone.com/print.asp?z=l 7&n=3762725.16880854&e=765091.191954009&... 4/18/2005 TopoZone - The Web's Topographic Map .A Page 1 of 1 ■' _ - y ��t D_lpyti�/d-99A9+2b}03 -c..J,..—a _. -+ k�D_s i 4 wRe� k'c� } >r�•��, � .� i may- ��.�_..._. 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Ja�,��,:.f r} � �� � ��y...,_..�-__ .- s� .� ]'I __�_00.6 1.2 1.8 2.4 3 km G w _ Y- 0 0.4 0.8 1.2 1.6 2 mi "1 Map center is 330 58' 18"N, 780 07' 51"W (WGS84/NAD83) Lockwoods Folly quadrangle 1l=-g, 773 Projection is UTM Zone 17 NAD83 Datum G=1.605 http://www.topozone.corn/print.asp?z=17&n=3 762725.16880854&e=765091.191954009&... 4/18/2005