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HomeMy WebLinkAboutSW7960601_CURRENT PERMIT_20070207STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW-"��(� DOC TYPE CURRENT PERMIT Cl ❑ APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE o2111> �D�07 YYYYMMDD Wa.RO IN Michael F. Easley, Governor �V y"q William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality February 7, 2007 Mr. Wm. David Gilmore, Vice President AutoZone, Inc. 123 S. Front Street Memphis, TN 38103 Subject: Permit No. SW7960601 Renewal AutoZone Store No. 0299 High Density Stormwater Project Craven County Dear Mr. Gilmore: The Washington Regional Office received a completed Stormwater Renewal Application for the subject project on November 30, 2006. Staff review of the files and an on site inspection has determined that the project will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7960601 dated February 7, 2007 to AutoZone, Inc. for a wet detention pond to serve AutoZone Store No. 0299 located at 1707 Neuse Boulevard in New Bern, NC. This permit shall be effective from the date of issuance until February 7, 2017 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 stor mwater management system will result in future compliance problems. The issuance of this permit does not resolve any previous violations of the stormwater rules or permit conditions. 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 150E of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. 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 Roger Thorpe or me at (252) 946-6481. Sincerely, K -,— I H dge, Regional upervisor Surface Water Protection Section Washington Regional Office cc: A}yolis Engineering, P.A. vWashington Regional Office Central Files North Carolina Division of Water Quality Internet: %m NY.nCwateraunlin,.ore 943 Washington Square Mall Phone (252) 946-6481 Washington, NC 27889 Fax (252) 946-9215 NonrthCarohna Naturally An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l0% Post Consumer Paper State Stormwater Management Systems Permit No. SW7960601 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 AutoZone, Inc. AutoZone Store No. 0299 Craven County FOR THE continued, operation and maintenance of stormwater management systems in compliance with the provisions of 15A NCAC 21-1.1000 (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 for a wet detention pond to serve AutoZone Store No. 0299 located at 1707 Neuse Boulevard in New Bern, NC. This permit shall be effective from the date of issuance until February 7, 2017 and shall be subject to the following specified conditions and limitations: 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 2 of this permit, the Project Data Sheet. 3. A maximum of 0.77 acres of built upon area is allowed. 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 approved plans. 5. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit. DIVISION OF WATER QUALITY PROJECT DATA Project Name: AutoZone Store No. 0299 Permit Number: SW7960601 Location: Craven County Applicant: AutoZone, Inc. Mailing Address: 123 S. Front Street Memphis, TN 38103 Application Date: 11/30/2006 Receiving Stream: UT to Jack Smith Creek Classification of Water Body: SC Total Site Area: 1.47 ac Drainage area: 1.47 ac Total Impervious allowed: 0.77 sf Wet Pond Depth: 5.0 It Required Storage Volume: 3,200 cf Provided Storage Volume: 4,427 cf Required Surface Area: 2,369 sf Provided Surface Area: 2,450 sf Controlling Orifice: 0.75 inch at elev. 47.0 ft 6. No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative practices (such as swales) shown on the approved plans as part of the stormwater management system without submitting a revision to the permit and receiving approval from the Division. 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. In addition, the Director may determine that other revisions to the project should require a modification to the permit. 8. 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 specked 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. it. SCHEDULE OF COMPLIANCE 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 its entirety, vegetated and operational for its intended use prior to the construction of any built -upon surfaces 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 facilities must be properly maintained and operated at all times. The approved Operation and Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted stormwater system functions at optimum efficiency 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. 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. 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. 6. Upon completion of construction 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. Mail the Certification to the Washington'Regional Office, 943 Washington Square Mall, Washington, North Carolina, 27889, attention Division of Water Quality. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of five 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- 215.6(a) to 143-215.6(c). 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 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. 6. The Permittee, at least six (6) months prior to the expiration of this permit, shall submit in writing a request for an extension along with appropriate application fee. Permit issued this the 7 th day of February 2007. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION Division of Water Quality By Authority of the Environmental Management Commission Permit Number SW7960601 \o�oFwArFgoG NOV r 0 2006 Y ®WQ-WARD swAcK Ii/30/off 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 SURFACE WATER PROTECTION SECTION COASTAL STORMWATER PERMIT RENEWAL APPLICATION FORM CURRENT PERMIT INFORMATION: Stormwater Management Permit Number: SW7960601 2. Permit Holder's name: Inc. 3. Signing official's name: Wm. David Gilmore Title: Vice President (person legally responsible for permit) 4. Mailing address: 123 S. Front Street - City: Memphis State: TN 38103 Phone: (8001285-22!)-iFAX: (901)495-8969 (Area Code and Number) (Area Code and Number) 5. Project Name: Autozone Store No 0299 6., Location of Project: (street address) 1707 Neuse Boulevard Directions to Project (from nearest major intersection) Site is located at the southeastern corner of the intersection of M.L.K.,Jr. Blvd. and Neuse Blvd. II. PERMIT INFORMATION 1. Specify the type of stormwater treatment (wet pond, infiltration, etc.): Wet detention pond w p� Z. List any Changes (from project that was originally approved, attach additional pages if needed) =' w W O 3. Do you have a copy of the original Operation and Maintenance Agreement? Yes_Nox q d Applicant's Certification: I, (print) Wm. David Gilmore certify that the information included on this permit renewal app ' ati n, is to the best of my knowledge, correct and complete. Signature: Date*_it 29 0 Submit this completed form along with an application fee of $420.00 and a copy of the designer's certification to the address listed below. North Carolina Division of water Quality 943 Washington Square Mall Phone (252) 946-6481 Customer Service 1-877-623-6746 1� One Washington Regional Office Washington, NC 27889 FAX (252) 946-9215 Internet h2o.enrstate.nc.us NprthCarolina An Equal Opportunity/Aff rmative Action Employer - 50% Recycled/10% Post Consumer Paper Naturally INVOICE DATE GROSS DISCOUNT NETAMOUNT ti'tVct:uc9y til iCc Lt r NOV 3 0 006 i TOTAL GROSS 5 ; - TOTAL DISCOUNT • Y J 1 L l�, � • ;= t) �_ TOTAL NET n AVOLIS ENGINEERING, P.A. Z-7%,33 P.O. Box 15564 • New Bern, North Carolina 28561 • (252) 633-0068 November 7, 2006 Mr. Al Hodge, Regional Supervisor State of North Carolina Division of Water Quality 943 Washington Square Mall Washington, NC 27889 RE: Stormwater Permit Renewal and Designer's Certification, AutoZone Store No. 0299, New Bern, NC Dear Al: RECEMED NOV 3 0 2006 DWQ-WARD Enclosed please find the stormwater permit renewal package for the above -referenced project which includes the following: 1) $420 Application Fee. 2) Signed and notarized application. 3) Designer's certification. It is requested that you please review and approve the permit renewal request. Should you have any questions, please do not hesitate to give me a call. Sincerely, . ors, Pr si ent 77 Permit NoA SW7960601 WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT'09 Maintenance activities shall be performed as follows: NOV 3 0 2006 After every significant runoff producing rainfall event and at least monthly: DWQ-WAR® a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, vegetated cover, and general condition. b. Check and clear the orifice of any, obstructions such that drawdown of the temporary pool occurs within 2 to 5 days -is designed. 2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative — -cover to maintain a maximum height of six inches, and remove trash as needed. -- 3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain proper functioning. _ 4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e. stockpiling near a wet detention basin or stream, etc.). The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not readily penetrate into accumulated sediments. When the permanent pool depth reads 3.75 When the permanent pool depth reads 1 .5 feet in the main pond, the sediment shall be removed. feet in the forebay, the sediment shall be removed. BASIN DIAGRAM (fill in the blanks) r; Permanent Pool Elevation 47. 0' S•_iliincm Rzn uctd Cl. L45 5' 751° �_--_-___ Sediment Removal Elevation L'uttom P.le\anon0 — — -- — -- Q \\ Bottom Elevation 42.0' �'+'-'`•" FOREBAY MAIN POND 5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These plants shall be encouraged to grow along the vegetated shelf and forebay berm. 6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the emergency drain shall be minimized to the maximum extent practical. 7. All components of the wet detention basin system shall be maintained in good working order. 8. Remove all trees and heavy woody vegetation from the basins and dike walls. I acknowledge and agree by my signature below that I am responsible for the performance of the eight maintenance procedures listed above. I agree to notify D WQ of any problems with the system or prior to any changes to the system or responsible party. - - Print name: Wm. David Gilmore Title: Vice President .. ........... Address: 123 S. Front Street Memphis, TN 38103 Phone:_ t9011-495-8969 Signatu Date: Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a resident of the subdivision hass been named the president (le a Notary" Public for the State of TE�N�sS� County of -514 ELF3-/ ado hereby certify that tdej. payrp eviz. personally appeared before me this day of I.Ioy. , ZoOG and acknowledge the due execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal, OF X`b TENNESSEE NOTARY a Pyll&.1�C �r RM eal My commission expires - �—Ij-ecl— A VED, VERIFIED �J3 Project Name: AutoZone Store No. 0299 NOV 3 0 2006 Stormwater Permit No.: SW7960601 /� Designer's Certification ©jjrr,i Q ,g�+ V ARO I, Joseph C. Avolis as a duly Registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically/weekly/full time) Final Construction for Permit Renewal the construction of the project, AutoZone Store No. 0299, New Bern, NC for AutoZone, Inc. (Project Owner) hereby state that to the best of my abilities, due care and diligen project construction such that the construction was `lq�tN3t)tdi intent of the approved plans and specifications. CAF EsSj� Signature SEAL Registration Number 360 L 15360 tee: Date November 7. 2006 -,, was used in the observation of the guilt within substantial compliance and Certification Requirements: I L ."rtiiitt`" ] 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. Vystem3.AI1 the built -upon area associated with the project is graded such that the runoff drains to the . � 4.AII roof drains are located such that the runoff is directed into the system. 5.The outlet/bypass structure elevations are per the approved plan. U6.The outlet structure is located per the approved plans. }-7.Trash rack is provided on the outlet bypass structure. Ira, slopes are grassed with permanent vegetation. 9.Vegetated slopes are no steeper than 3:1. I OThe inlets are located per the approved plans and do not cause short-circuiting of the system. I I.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.AI1 required parts of the system are provided, such as a vegetated shelf, and a forebay. #L15.The required system dimensions are provided per the approved plans. 5Lvfd5 A" 5u6.WI1^J SM06L 11fAx) ;:I tVr ,50rnE CaeAfiad5 Sul— W WXLL 5M8ll_iXt) A+)D L-tVLVIWK LAP 5kn6FAiMIZI7 (it!i{S {j , VDI;