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HomeMy WebLinkAboutSW8970205_HISTORICAL FILE_19970902 STORMWATER DIVISION CODING SHEET POST-CONSTRUCTION PERMITS PERMIT NO. SW8 DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 11V pq 6A YYYYMMDD State of North Carolina Department of Environment, Health and Natural Resources Wilmington Regional Office Q Division of Water Quality James B. Hunt, Jr., Governor ® F s J F1 Wayne McDevitt, Secretary ' A. Preston Howard, Jr., P.E., Director September 2, 1997 Commander W.C. McKerrall Commanding Officer (ATTN: S-4) MCAS PSC Box 21001 Jacksonville, NC 28545-1001 Subject: Permit No. SW8 970205 Aviation Armament Shop Site 1 High Density Commercial Stormwater Project Onslow County Dear Commander McKerrall: The Wilmington Regional Office received the Stormwater Management Permit Application for Aviation Armament Shop Site 1 on February 4, 1997, with final information on August 5, 1997. Staff review of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding,Permit No. SW8 970205 dated September 2, 1997, for the construction of Aviation Armament Shop Site 1. This permit shall be effective from the date of issuance until September 2, 2007, and shall be subject to the conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit. Failure to establish an adequate system for operation and maintenance of the stormwater management system will result in future compliance problems. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding. If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at (910) 395-3900. Sincerely, l�t' C. S i c r— Rick Shiver, P.G. Acting Regional Water Quality Supervisor RSS/arl: S:\WQS\STORMWAT\PERMIT\970205.SEP cc: Preston Watson, P.E. Sharon Smith Jennings, Onslow County Inspections Beth Easley,New Hanover County Engineering Linda Lewis Wilmington Regional Office Central Files P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733.9919 An Equal Opportunity Affirmative Action Employer State Stormwater Management Systems Permit No SW8 970205 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH 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 Commander W.C. McKerrall, MCAS Aviation Armament Shop Site Onslow County FOR THE construction, operation and maintenance of a 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 September 2, 2007 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 on page 3 of this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 49,944 square feet of impervious area. 3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit. 2 State Stormwater Management Systems Permit No SW8 970205 DIVISION OF WATER QUALITY PROJECT DATA SHEET Project Name: Aviation Armament Shop Site 1 Permit Number: 970205 Location: Onslow County Applicant: Commander W.C. McKerrall Mailing Address: Commanding Officer (ATTN: S-4) MCAS PSC Box 21001 Jacksonville, NC 28545-1001 Application Date: February 4, 1997 Water Body Receiving Stormwater Runoff: Southwest Creek Classification of Water Body: "C" If Class SA, chloride sampling results: N/A Pond Depth: 4' feet Permanent Pool Elevation: .17.5 FMSL Total Impervious Surfaces Allowed: 49,944 square feet Offsite Area entering Pond: none per Engineer Required Surface Area: 4,343 square feet Provided Surface Area: 4,800 square feet Required Storage Volume: 4,229 cubic feet Provided Storage Volume: 4,722 cubic feet Temporary Storage Elevation: 18.4 FMSL Controlling Orifice: 1" pipe 3 State Stormwater Management Systems Permit No SW8 970205 4. The tract will be limited to the amount of built-upon area indicated on page 3 of this permit, and per approved plans. 5. The permittee is responsible for verifying that the proposed built-upon area does not exceed the allowable built- upon area. 6. The following items will require a modification to the permit: a. Any revision to the approved plans, regardless of size. b. Project name change. C. Transfer of ownership. d. Redesign or addition to the approved amount of built-upon area. e. Further subdivision of the project area. f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan. In addition, the Director'may determine that other revisions to the project should require a modification to the permit. 7. 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. H. SCHEDULE OF COMPLIANCE 1. The permittee will comply with the following schedule for construction and maintenance of the stormwater management system: a. The stormwater management system shall be constructed in it's entirety, vegetated and operational for it's intended use prior to the construction of any built-upon surface except roads. b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired immediately. 2. 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 side slopes. d. Immediate repair of eroded areas. e. Maintenance of side slopes in accordance with approved plans and specifications. f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping. g. Access to the outlet structure must be available at all times. 3. 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. 4. 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. 4 State Stormwater Management Systems Permit No. SW8 970205 5. 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. 6. 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. III. GENERAL CONDITIONS 1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a _. name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality accompanied by an application fee, 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. 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) which have 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 DEHNR Staff permission to enter the property 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. Permit issued this the 2nd day of September, 1997. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION A. Preston Howard, Jr.,P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit Number SW8 970205 5 State Stormwater Management Systems Permit No SW8 970205 Aviation Armament Shop Site 1 Stormwater Permit No. SW8 970205 Onslow County Engineer's Certification 1, as a duly registered Professional Engineer 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. Noted deviations from approved plans and specification: Signature Registration Number Date 6 MAINTENANCE OF STORMWATER MANAGEMENT AND EROSION CONTROL STRUCTURES All permanent and temporary stormwater management and erosion control structures will be maintained by the Contractor during construction. After construction is complete, the temporary erosion control measures will be removed by the Contractor and the permanent stormwater management pond will become the responsibility of the Facilities Maintenance Officer, MCB Camp Lejeune. I INSPECTION AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT: 1. Orifice - Remove any clogging debris 2. Trash Rack -Remove trash accumulation. 3. Pond Side Slopes - Repair eroded areas, remove trash. II INSPECT QUARTERLY: 1. Catch Basins - Remove trash 2. Inlet Piping - Repair and reseed eroded areas, remove trash. 3. Grass Swales - Repair and reseed eroded areas, remove trash. 4. Vegetated Filter - Repair and reseed eroded areas. III INSPECT SEMI-ANNUALLY (EVERY 6 MONTHS): 1. Pond Depth - Sediment shall be removed when it accumulates to a depth of approximately one foot. 2. Check main outlet pipe for debris. IV GENERAL MAINTENANCE NOTES: 1. Mow side slopes regularly. Encourage cattails along the perimeter of the pond, but do not allow to cover the entire surface area. 2. The orifice must be visible after 5 days without rain. If it is not, une log immediately by removing trash, debris, and sediment. nn W. R. HESTIR Facilities Maintenance Officer By direction of the Commanding General DIVISION OF ENVIRONMENTAL MANAGEMENT NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION I. GENERAL INFORMATION: 1. Project Name: Aviation Armanent Shops, Site 1 (�— 500 . 2. Project Location: (County, State Road,.Address) Canal S . & nonglac pal_ Marine Corps Air Station, New River., Onslow County Commanding Officer (ATTN: S-4) Marine Corps Air Station 3. Owner's Name: Phone: 4. Mailing Address:. PSC Box 21001 City Jacksonville State NC Zip 28545-1001 5. Application Date: Fee Submitted: $385.00 7. Nearest Receiving Stream: Southwest Creek Class: C-NSW 8. Project Description: Development of 2.6 acre wooded site into aviation armament shop with parking and storage -lots adjacent to bldg. Total . impervious cover produced will be 1.14 acres. II. PERMIT INFORMATIONC/I` 1. Permit No. (will be completed by DEM) : JW 0 ty2�� 2. Permit Type: X New Renewal Modification (existing permit no. ) 3. Project Type: Low Density X Detention Infiltration Other 4. Other State/Federal Permits/Approvals Required: (Check appropriate blanks) . X Sediment/Erosion Control CAMA Major 404 Permit III. PROJECT BUILT UPON AREA Drainage Drainage, - Basin Basin Breakdown of Impervious Areas Classification C-NWS Buildings 0.205 AC Allowable Impervious,. 30% Roads -- Total Project Area 2.66 Parking 0.911 AC Proposed Impervious _ 1.14 other 0-028 AC RlAawalks 8 Impervious Area 43% Totals 1.14 AC V';z IV. STORMWATER TREATMENT (Describe how runoff will be treated) : Runoff from-impervious surfaces will be directed into the detention basin for sedimentation Basin drawdown is 2-5 days Basin discharges into canal draining to southwest creek. Site grading is such that rainfall onto grass areas will not drain to detention basin but will drain by sheet flow to swales or canal. ; V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS Deed restrictions and protective covenants are required for all low density projects and all subdivisions prior to the sale of any lot. Please see Attachment A for specific requirements. By your signature below, you certify that the recorded deed restrictions and protective covenants for this project shall include all the items required by the permit, that the covenants will be binding on all parties and persons claiming under them, that they will run with the land, that the covenant cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot. OWNER'S CERTIFICATION I CDR. W. C. McKerrall certify that the (Please print name cLear(y) information included on this permit application form is correct, that the project will be constructed in conformance with the approved plans, that the deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge, the proposed project complies with the requirements of 15A NCAC 2H.1000. I authorize the elow name person or firm to submit stormwater plans on my behalf. lb-A / t ZI q� Owner A thorized Agent Sig re and Title Date W. C. MCKERALL RESIDENT OFFICER IN CHARGE OF CONSTRUCTION AUTHORIZED AGENT Person or Firm Name: Hayes,, Seay, Mattern & Mattern, Inc. Mailing Address: P.O. Box 13446 City Roanoke State VA Zip 24034 Phone: 540-857-3116 Please submit application, fee and plans to appropriate Regional Office. (see attached map) ' -2- � EGEIVE FEB 0-4 1997 PROJH -- 7Q� AVIATION ARMAMENT SHOPS MARINE CORPS AIR STATION, NEW RIVER STATION PROJECT NO. P-506 STORM WATER APPLICATION PACKAGE DECEMBER 1996 STORMNATER � ECEI" VE AUG 0 51997 D PROJ N D 76205 Cor, rte c2/c S� STORM WATER �o �0 DECEIVED SHRO D FEB 0 41997 a ��EESSIp�9 9 SEAL < e PROJH ZOS 14773 cG IN. SL � o. /q /l 1tAAma�nd�� PROJECT /��w �IOE2 6.4, �. ARCHITECTS ENGINEERS • PLANNERS 5ff� (� �-��P DATE -f f-�� COMM NO. 77706� TYPE T:kmi ,1446 PREL. FINAL / SHEET NO. ' CONTENTS CAL. BY J 'g 13 CKD. 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BY w� Lr + P p'iti� �VeRi=law . t�ooL SVZhALE D 9 F-oNp Sc.iz. ce =1 ocJ ��p <QwpowrJ SFO i2 tD ")JoME C7V EI< 3 � `( nEr2ro �„ P� 17C' 2NT4ANC.r �'zwrgl//5 Svb�ttC29 v'D^� A26A Orlz ^•z % w w U • US ;+ w N F � U iy, _ ! `12oc)(0,01 A ST®RMWATER � ` 3-35E —3 -��Z z w E C E I V E AUG 0 51997 w PROJ #Q)� ZOS a m. U5 l DIA. O ✓Zi =,�� co a w w w EXHIBIT 'a State of North Carolina Department of Environment, Health, and Natural Resources Wilmington Regional Office James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes Governor Water Quality Section Secretar y February 18, 1997 Mr. Preston Watson, P.E. Hayes, Seay, Mattern & Mattem, Inc. 181 East Evans Street, Suite #23 Florence, SC 29506. Subject: ACKNOWLEDGEMENT OF RECEIPT AND REQUEST FOR ADDITIONAL INFORMATION Stormwater Project Nos. SW8 970205 Aviation Armament Shop Site 1 Onslow County Dear Mr. Watson: The Wilmington Regional Office received a Stormwater Management Permit Application for the Aviation Armament Shop Site 1 on February 4, 1997. A preliminary review of that information has determined that the application is not complete. The following information is needed to continue the stormwater review: Cam. n\pr 1. Please note the ending elevation for the vegetated shelf on the basin outlet detail section. `� � ✓2. The permanent pool elevation has been labelled incorrectly on the basin plan detail as 18.41. w� Please correct, and submit 2 copies of the revised plan sheet. ✓3. Please indicate the forebay depth on the basin plan, ie., show a bottom contour. Remember that the forebay is shallower than the main pond. 4. Delineate all wetlands on site, or note on the plans that none exist. / 5. A CB on the plan is not connected to anything. A note says to see sheet C3, but C3 has not V been provided. How will the oil/water separator be connected into the system? Please show piping on the plans. t✓6. Provide orifice sizingcalculcations for the proposed 1e p posed 1 orifice. 127 Cardinal Drive Extension, Wilmington,N.C.28405-3845 •Telephone 910-395-3900 a Fax 910-350-2004 An Equal opportunity Affirmative Action Employer t Mr. Watson February 18, 1997 Stormwater Project No. SW8 970205 ---------------------------------------------- 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 March 18, 1997, 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 have any questions concerning this matter please feel free to can me at (910) 395-3900. I3 Sincerely, G/�C�GGI� ✓��.CJ„`� Ms. Linda Lewis Environmental Engineer RSS/arl: S:\WQS\STORMWAT\ADDINFO\970205.FEB cc: Linda Lewis Central Files 127 Cardinal Drive Extension, Wilmington,N.C.28405-3845 •Telephone 910-395-3900• Fax 910-350-2004 An Equal Opportunity Affirmative Action Employer DEPARTMENT OF THE NAVY TELEPHONE NO: ATLANTIC DIVISON NAVAL FACILITIES ENGINEERING COMMAND (757) 322-8346 1510 GILBERT ST IN REPLY REFER TO: NORFOLK, VA 23511-2699 N62470-94-B-4175 0314C Water Quality Section 3 ccA IQQ7 (Attn: Ms. Linda Lewis) North Carolina Department of Environment, Health, and Natural Resources 127 Cardinal Drive Extension Wilmington, NC 28405-3845 Dear Ms. Lewis: SUBJECT: CONSTRUCTION CONTRACT N62470-94-B-4175. AVIATION ARMAMENT SHOPS, MARINE CORPS AIR STATION, NEW RIVER, NORTH CAROLINA This project will construct two identical buildings on non-contiguous sites at Marine Corps Air Station, New River. Enclosed are one original and two copies of the Stormwater Management Permit application package. Also provided are checks in the following amounts: Site 1 Stormwater Management $385.00; and Site 2 Stormwater Management$395.00. The Erosion and Sedimentation Control Plan is being concurrently submitted to the Land Quality Section. For technical questions, please contact the A/E, Mr. Preston Watson, P.E., of Hayes, Seay, Mattern & Mattern, Incorporated, at (803) 669-4491. If you have any general questions, please contact me by telephone (757) 322-9346, or send FAX correspondence to (757) 322-8362. 1 can also be reached via Internet E-mail at freihome@efdlant.navfac.navy.rmil. M. E. FREIHOFER Project Manager/CONUS Branch Programs and Project Management Division By the direction of the Commander Encl: (1) Stonmwater Management Permit application package (2) Checks in the total amount of$770. E C E I V E D FEB 0 41997 . PROJ # D E Mn \L� Quality Performance ... Quality Results 181 E. Evans Street Hayes, Seay, Mattern €7 Mattern, Inc. Suite k23 BTC Box 105 orence, South Carolina 29506 ARCHITECTS ENGINEERS PLANNERS (803) 669-4491 FAX (803) 664-2881 27 December 1996 Mr. Daniel Sams Land Quality Section NC Dept of EH&NR 127 Cardinal Drive Ext. Wilmington, NC 28405-3845 Re: Aviation Armament Shops Permit Applications Project No. P-506 Comm. H1770EA Dear Mr. Sams Please find enclosed for your review and approval, three sets of applications for storm water permits for two sites at the New River Marine Corps Air Station. Each application package contains a completed application form, calculations, drawings and the required fee application. Should you have any questions or need additional information, please do not hesitate to call. Sincerely, HAYES, SEAM, MATTERN & MATTERN, INC. e Preston 7naWtson, P.E. Project Engineer PNW Encl: As noted Florence, SC Roanoke, VA Rockville, MD Virginia Beach, VA Greensboro, NC Mobile, AL Raleigh, NC Spartanburg, Sc Charlotte, NC Lynchburg, VA