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HomeMy WebLinkAboutSW8091109_CURRENT PERMIT_20220826STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 U 1110 9 DOC TYPE * CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 20 22 O % 2lv YYYYMMDD ROY COOPER Governor ELIZABETH S. BISER secretary BRIAN WRENN Director August 26, 2022 Marine Corps Base Camp Lejeune Attn: Neal Paul, Deputy Public Works Officer 1005 Michael Road Camp Lejeune, NC 28547 NORTH CAROLINA Environmental Quality Subject: Permit Renewal Post -Construction Stormwater Management Permit No. SW8 091109 LMCC Parking Lot Onslow County Dear Mr. Paul: Effective August 1, 2013 the Post -Construction Stormwater Management Program has been transferred from the Division of Water Quality ("DWQ") to the Division of Energy, Mineral and Land Resources ("DEMLR"). All previous references to DWQ will remain in older permits issued prior to August 1, 2013 until they are modified. Please note that this permit will now reference DEMLR as the Division responsible for enforcement of the permit. The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for the subject permit on August 10, 2022. The Division is hereby notifying you that permit SW8091 109 has been renewed, updated, and re -issued on August 26, 2022, as attached. Please be aware that the renewal and re - issuance of this stormwater permit does not imply that the site is currently in compliance. This permit shall be effective until December 30, 2029 and does not supersede any other agency permit that may be required. The project shall be subject to the conditions and limitations as specified therein. This permit does not impose new or increased stormwater control requirements; it clarifies the rules and requirements of this program to provide you with abetter understanding of your obligations under this permit. Failure to comply with these requirements will result in future compliance problems. Please note that this permit is not transferable except after notice to and approval by the Division. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written petition must conform to Chapter 15013 of the North Carolina General Statutes and must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding. If you have any questions concerning this permit, please contact Ashley Smith in the Wilmington Regional Office, at (910) 796-7215 or ashleym.smith@ncdenr.gov. Sincerely, ckii m .9": Brian Wrenn, Director Division of Energy, Mineral and Land Resources Enclosures: Attachment C — Permitting History Renewal Application Documents DES/ams: %Stormwater\Permits & Projects\2009\091109 HD\2022 08 permit 091109 cc: Wilmington Regional Office Stormwater File rim � +, North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405 Post -Construction Stormwater Management Permit No. SW8 091109 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF ENERGY, MINERAL AND LAND RESOURCES POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT HIGH DENSITY COMMERCIAL 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 US Marine Corps Base Camp Lejeune LMCC Parking Lot off Holcomb Boulevard Holcomb Boulevard, Camp Lejeune, Onslow County FOR THE construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively referred to as the "stormwater rules') and as outlined in the application, approved stormwater management plans, supplement, calculations, operation and maintenance agreement, recorded documents, specifications, and other supporting data (the "approved plans and specifications") as attached and/or on file with and approved by the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR"). The project shall be constructed, operated and maintained in accordance with these approved plans and specifications. The approved plans and specifications are incorporated by reference and are enforceable part of this permit. This permit shall be effective from the date of issuance until December 30, 2029 and shall be subject to the following specified conditions and limitations. The permit issued shall continue in force and effect until the permittee files a request with the Division for a permit modification, transfer, renewal, or rescission, however, these actions do not stay any condition. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A NCAC 2H.1000 and NCGS 143-215.1 et.al. 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 1.7 of this permit. The stormwater control has been designed to handle the runoff from 22,446 square feet of impervious area. 3. A 50' wide vegetative buffer must be provided adjacent impounded structures, streams, rivers and tidal waters. 4. The tract will be limited to the amount of built -upon area indicated on page 2 of this permit, and per approved plans. 5. 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. Page 1 of 5 Post -Construction Stormwater Management Permit No. SW8 091109 NJ The runoff from all built -upon area within the permitted drainage area(s) of this project must be directed into the permitted stormwater control system. The following design criteria have been provided in the wet detention pond and must be maintained at design condition: a. Drainage Area, acres: Onsite, ftz: Offsite, ft2: b. Total Impervious Surfaces, ft2: Onsite, ftz: Offsite, ft2: C. Design Storm, inches: d. Average Pond Design Depth, feet: e. TSS removal efficiency: f. Permanent Pool Elevation, FMSL: g. Permanent Pool Surface Area, ft2: h. Permitted Storage Volume, ft3: i. Temporary Storage Elevation, FMSL: j. Pre-dev. 1 yr-24 hr. discharge rate, cfs: k. Controlling Orifice: I. Orifice flowrate, cfs: M. Permitted Forebay Volume, ft3: n. Fountain Horsepower o. Receiving Stream/River Basin- P. Stream Index Number: q. Classification of Water Body: II. SCHEDULE OF COMPLIANCE 1.15 50,103 None 22,446 22,446 None 1.5 3.0 90% 18.67 8,875 3,137 19.0 1.44 1.25" fd pipe 0.01 6,109 N/A Bearhead Creek / White Oak 19-20-1 "SB; NSW' 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 time provide the operation and maintenance necessary to assure the permitted stormwater system functions at the design condition. 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 re -vegetation 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. 4. Records of maintenance activities must be kept and made available upon request to authorized personnel of DEMLR. The records will indicate the date, activity, name of person performing the work and what actions were taken. 5. The facilities shall be constructed, operated and maintained in accordance with the provisions of this permit, the approved plans and specifications, and the supporting documents attached to this permit and on file with the Division. Page 2 of 5 Post -Construction Stormwater Management Permit No. SW8 091109 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. 7. 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. 8. Decorative spray fountains will not be allowed in the stormwater treatment system, as the permanent pool volume is less than 30,000 cubic feet. 9. Access to the stormwater facilities for inspection and maintenance shall be maintained via appropriate recorded easements at all times. 10. No person or entity, including the permittee, shall alter any component shown in the approved plans and specifications. Prior to the construction of any modification to the approved plans, the permittee shall submit to the Director, and shall have received approval for modified plans, specifications, and calculations including, but not limited to, those listed below. For changes to the project or SCM that impact the certifications, a new or updated certification(s), as applicable, will be required and a copy must be submitted to the appropriate DEQ regional office upon completion of the modification. a. Any modification to the approved plans and specifications, regardless of size including the SCM(s), BUA, details, etc. b. Redesign or addition to the approved amount of BUA or to the drainage area. C. Further development, subdivision, acquisition, lease or sale of any, all or part of the project and/or property area as reported in the approved plans and specifications. d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any component of the approved SCM(s), the stormwater collection system and/or vegetative conveyance shown on the approved plan. e. The construction of any allocated future BUA. f. The construction of any permeable pavement, #57 stone area, public trails, or landscaping material to be considered a permeable surface that were not included in the approved plans and specifications. g. Other modifications as determined by the Director. 11. 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. III. GENERAL CONDITIONS CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the permittee shall take immediate corrective actions. This includes actions required by this Division and the stormwater rules such as the construction of additional or replacement on -site stormwater systems. These additional or replacement measures shall receive a permit from the Division prior to construction. 2. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to the expiration date of this permit. The renewal request must include the appropriate application, documentation and the processing fee as outlined in Title 15A NCAC 02H.1045(3). 3. CHANGES TO THE PROJECT NAME, PERMITTEE NAME OR CONTACT INFORMATION. The permittee shall submit a completed Permit Information Update Application Form to the Division within 30 days to making any one of these changes. Page 3 of 5 Post -Construction Stormwater Management Permit No. SW8 091109 4. TRANSFER. This permit is not transferable to any person or entity except after notice to and approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor the conveyance of common area to a third party constitutes an approved transfer of the permit. a. TRANSFER REQUEST. The transfer request must include the appropriate application, documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This request must be submitted within 90 days of the permit holder meeting one or more of the following: i. A natural person who is deceased; ii. A partnership, limited liability corporation, corporation, or any other business association that has been dissolved; iii. A person or entity who has been lawfully and finally divested of title to the property on which the permitted activity is occurring or will occur through foreclosure, bankruptcy, or other legal proceeding. iv. A person or entity who has sold the property, in whole or in part, on which the permitted activity is occurring or will occur V. The assignment of declarant rights to another individual or entity, vi. The sale or conveyance of the common areas to a Homeowner's or Property Owner's Association, subject to the requirements of NCGS 143-214.7(c2); b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection will be conducted by Division personnel to ensure the permit conditions have been met and that the project and the on -site stormwater system complies with the permit conditions. Records of maintenance activities performed to date may be requested. Projects not in compliance with the permit will not be transferred until all permit and/or general statute conditions are met. 5. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of this permit until the Division approves the transfer request. a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans, application, supplement, operation and maintenance agreement, all applicable recorded documents, and specifications shall be maintained on file by the permittee at all times. b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property during normal business hours to inspect all components of the permitted project. C. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions of a stormwater management permit or the requirements of the stormwater rules is subject to enforcement procedures as set forth in NCGS 143 Article 21. d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an annual certification completed by either the permittee or their designee confirming the projects conformance with permit conditions e. OBTAINING COMPLIANCE. 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 modified plans and certification in writing to the Director that the changes have been made. f. OTHER PERMITS. The issuance of this permit does not preclude the permittee from complying with and obtaining any other permits or approvals that are required for this development to take place, as required by any statutes, rules, regulations, or ordinances, which may be imposed by any other Local, State or Federal government agency having jurisdiction. Any activities undertaken at this site that cause a water quality violation or undertaken prior to receipt of the necessary permits or approvals to do so are considered violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS 143-215.6. Page 4 of 5 Post -Construction Stormwater Management Permit No. SW8 091109 Permit renewed, updated and reissued this the 26th day of August 2022. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION 20 fBrian VvrenrF Director Division of Energy, Mineral and Land Resources By Authority of the Environmental Management Commission Permit Number SW8 091109 Page 5 of 5 Attachment C - Permitting History LMCC Parking Lot Permit No. SW8 091109 Approval Date Permit Action BIMS Version Description of the Changes 1/15/2010 Original Approval 1.0 construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC 2H .1000 and Session Law 2008-21 I; The stormwater control has been designed to handle the runoff from 22,446 square feet of impervious area 8/26/2022 Renewal 2.0 Expires December 30, 2021 Permit Number: s112ZI (to be provided by DWQ) Drainage Area Number: Wet Detention Basin Operation and Maintenance Agreement I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or replaced imtediately. These deficiencies can affect the integrity of structures, safety of the public, and the removal efficiency of the BMP. The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if one is provided. This system (check one): ❑ does ® does not incorporate a vegetated filter at the outlet. This system (check one): ❑ does ® does not incorporate pretreatment other than a forebay. Important maintenance procedures: — Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the basin should be watered twice weekly if needed, until the plants become established (commonly six weeks). — No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to establish the plants on the vegetated shelf. — Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention basin. — If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the emergency drain should be minimized to the maximum extent practical. — Once a year, a dam safety expert should inspect the embankment. After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance should be kept in a known set location and must be available upon request. Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately. BMP element: Potentialproblem: How 1 will remediate theproblem: The entire BMP Trash/debris is present. Remove the trash/debris. The perimeter of the wet Areas of bare soil and/or Regrade the soil if necessary to detention basin erosive gullies have formed. remove the gully, and then plant a ground cover and water until it is established. Provide lime and a one-time fertilizer application. rVegetation is too short or too Maintain vegetation at a height of approximately six inches. Form SW40I-Wet Detention Basin O&M-Rev.4 Page 1 of 4 r Permit Number: 0 C Z a (to be provided by DWQ) Drainage Area Number: BMP element: Potentialproblem: How I will remediate theproblem: The inlet device: pipe or The pipe is clogged. Unclog the pipe. Dispose of the swale sediment off -site. The pipe is cracked or Replace the pipe. otherwise damaged. Erosion is occurring in the Regrade the swale if necessary to swale. smooth it over and provide erosion control devices such as reinforced turf matting or riprap to avoid future problems with erosion. The forebay Sediment has accumulated to Search for the source of the a depth greater than the. sediment and remedy the problem if original design depth for possible. Remove the sediment and sediment storage. dispose of it in a location where it will not cause impacts to streams or the BMP. Erosion has occurred. Provide additional erosion protection such as reinforced turf matting or riprap if needed to prevent future erosion problems. Weeds are present. Remove the weeds, preferably by hand. If pesticide is used, wipe it on the plants rather than s ra in . The vegetated shelf Best professional practices Prune according to best professional show that pruning is needed practices to maintain optimal plant health. Plants are dead, diseased or Determine the source of the dying. problem: soils, hydrology, disease, etc. Remedy the problem and replace plants. Provide a one-time fertilizer application to establish the ground cover if a soil test indicates it is necessary. Weeds are present. Remove the weeds, preferably by hand. If pesticide is used, wipe it on the plants rather than spraying. The main treatment area Sediment has accumulated to Search for the source of the a depth greater than the sediment and remedy the problem if original design sediment possible. Remove the sediment and storage depth. dispose of it in a location where it will not cause impacts to streams or the BMP. Algal growth covers over Consult a professional to remove 50% of the area. and control the algal growth. Cattails, phragmites or other Remove the plants by wiping them invasive plants cover 50% of with pesticide (do not spray). the basin surface. Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4 .. r Permit Number: (to be provided by DWQ) Drainage Area Number: BMP element: Potentialproblem: How I will remediate theproblem: The embankment Shrubs have started to grow Remove shrubs immediately. on the embankment. Evidence of muskrat or Use traps to remove muskrats and beaver activity is present. consult a professional to remove beavers. A tree has started to grow on Consult a dam safety specialist to the embankment. remove the tree. An annual inspection by an Make all needed repairs. appropriate professional shows that the embankment needs repair. (if applicable) The outlet device Clogging has occurred. Clean out the outlet device. Dispose of the sediment off -site. The outlet device is damaged Repair or replace the outlet device. The receiving water Erosion or other signs of Contact the local NC Division of damage have occurred at the Water Quality Regional Office, or outlet. the 401 Oversight Unit at 919-733- 1786. 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 4.27 feet in the main pond, the sediment shall be removed. When the permanent pool depth reads 4.27 feet in the forebay, the sediment shall be removed. Sediment Removal Bottom 14.4 ----------------- FOREBAY BASIN DIAGRAM (fill in the blanks) I ft Min. Sediment Storage Form SW401-Wet Detention Basin O&M-Rev.4 Permanent Pool Elevation L18.67 Sediment Removal Elevation 14.4 Volumt -- --------------------- ------ Bottom Elevation MAIN POND BJAN 1 4 2010 Page 3 of 4 I -ft n. Sedimem Storage Permit Number: (to be provided by DWQ I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party. Project name:LMCC Parking Lot off Holcomb BMP drainage area number: Print Title:DDe uty Public Works Officer Address:Bldg. 1005 Michael Rd., Camp Lejeune NC 28547 Date: %d2 —A) 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 has been named the president. a Notary Public for the State of County of 0i/✓/0/J , do hereby certify that personally appeared before me this ,Z7 day of lV4ez4�_, and acknowledge the due execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal, =ALICENETTE bllc unty Carolina d Oct 23, 2010 SEAL My commission expires o -(Or% ofolo =BY: - Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4 NC DEO Division of Energy, Mineral and Land Resources STATE STORMWATER: PERMIT RENEWAL APPLICATION FORM In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781) Section 60.(c). This application form is for permit renewals only. A. PROJECT INFORMATION 1. State Stormwater Permit Number: SW8 091109 2. Project name: LMCC Parking Lot off Holcomb Blvd 3. Project street address: XXX City: MCB Camp Leieune County: Onslow ZIP: 28542 4. What, if any, changes have been made to the project as permitted? If the project has changed from the original approved plans, please complete SWU-101 for a Major Modification or Minor Modification Application form available at: https:Hdeg.nc.gov/abouUdivisions/energy- m i neral-land-resources/energv-mineral-land-rules/sto rmwater-prog ram/post-construction. B. PERMITTEE INFORMATION If changes to the permittee or project name have been made, please complete either the Permit Update form or the Permit Transfer form available at: https://cleg. nc.gov/about/divisions/energv-mineral-land- resources/energv-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not automatically transfer with the sale of the property. 1. Current Permit Holder's Company Name/Organization: MCB Camp Leieune 2. Signing Official's Name: Neal Paul 3. Signing Official's Title: Deputy Public Works Division 4. Mailing Address: MCB Camp Lejeune 1005 Michael Rd. City: MCB Camp Leieune State: NC ZIP: 28547-2521 5. Street Address: City: State: ZIP 6. Phone: (910) 451-2213 Email: ni=_al.paui@usmc.mil Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018 C. SUBMITTAL REQUIREMENTS Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HOW/ORW). Only applications packages that include all required items listed below will be accepted and reviewed. Initial each item below to indicate that the required information is provided in the application package: MCT 1. A permit application processing fee of $505.00 payable to NCDEQ. MCT 2. One original signed hard copy and one electronic copy of this completed form. The signing official named on this application to represent the current permittee must meet one of the following: a. Corporation — a principle executive officer of at least the level of vice-president; b. Limited Liability Company (LL.C) — a manager or company official as those terms are defined in G.S. 57D "North Carolina Limited Liability Company Act;" c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee; d. Partnership or limited partnership — the general partner; e. Sole proprietor; or f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the signature of another entity. MCT 3. One hard copy and one electronic copy of recorded documents required by the original permit that have not yet been received by DEMLR, including: deed restrictions, protective covenants, condominium/planned community declaration and easements. If the project has been built, include documentation that the maximum 13UA per lot or maximum total BUA has not been exceeded. If the project has not been built, include a signed agreement that the final recorded deed restrictions and protective covenants will be submitted at a later date. MCT 4. O&M Agreements, Please select one: ® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to keep this on file with the permit; or ❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am requesting a copy be sent to me. I agree to keep this on file with the permit. MCT 5. Designer Certifications, Please select one: ® A copy of the certification(s) confirming that the project was built in accordance with the approved plans have been previously provided to the Division; or ❑ A copy of the certification(s) confirming that the project was built in accordance with the approved plans are enclosed; or ❑ The project has not yet been built. MCT 6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a signed, sealed, and dated letter from a licensed professional stating that the SCMs have been inspected, and that they have been built and maintained in accordance with the permit. 7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC): Provide one hard copy and one electronic copy of documentation from the NC Secretary of State, or other official documentation, which supports the titles and positions held by the persons listed in Section C.2 per 1 SA NCAC 2H. 1043(3)(b). httos://www.sosnc.gov/online services/search/by title/ Business Registration Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018 D. PERMITTEE'$-�TIFICAT I, QQr//�� h^j , the person legally responsible for the permit, certify that I have a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am responsible for the performance of the maintenance procedures, and the site has been and will be maintained according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the project, SCMs, or ownerships. Il information provided on this permit renewal application is, to the best of my Signature: NOTARIZATION: that v.OXson "N61, , County of rN . L-bW to-r- this the ZC) day of J LJ execut` al'the forgoing instrument. Witness my hand and official seal, .� (kf�\'... FiQsO 'y :2= =o o'i�,` ��2 026- 'KAyG r�Tpljp$ `` .Slcpires Date: 7/L4l y% a Notary Public for the State of do hereby certify personally appeared before me 20 22, and acknowledge the due Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018 UtMLH USE UNLY Date Re eivu d� Fee Paitl Permit Number S1 t0 a-;, eolfa1tuu17c� F `� w& O / NC DEO Division of Energy, Mineral and Land Resources STATE STORMWATER: PERMIT RENEWAL APPLICATION FORM In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days pilbr to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781) Section 60. (c). This application form is for permit renewals only. A. PROJECT INFORMATION 1. State Stormwater Permit Number: SWB 091109 2. Project name: LMCC Parking Lot off Holcomb Blvd 3. Project street address: XXX City: MCB Camp Leieune County: Onslow ZIP: 28542 4. What, if any, changes have been made to the project as permitted? N/A If the project has changed from the original approved plans, please complete SWU-101 for Modification or Minor Modification Application form available at: httns:/Ideci.nc.gov/abouVdil B. PERMITTEE INFORMATION It changes to the permittee or project name have been made, please complete either the Permit Update form or the Permit Transfer form available at. �.J/dea.nc.aov/abouI/divisions/eneipy-mineral-land- resources/eneravmineral-land-rules/stormwaler-progLam/post-construction. State Stormwater Permits do not automatically transfer with the sale of the property. 1. Current Permit Holder's Company Name/Organization: MCB Camp Leieune 2. Signing Official's Name: Neal Paul 3. Signing Official's Title: Deputy Public Works Division 4. Mailing Address: MCB Camp U'cune 1005 Michael Rd. City: MCB Camp Leieune State: NC ZIP : 28547-2521 5. Street Address: City: State: 6. Phone: (910) 451-2213 Email: neal.paul®usmc.mil ZIP: iL i��„11 �•�_ AUG 10 2022 Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018 - '..f.'�7 K•'�'�� �._.. J yCwJ=%[ --'R'- y •, .:'y;}Ja ca ,F :j' _ LA uti ✓, -`:n3 C. SUBMITTAL REQUIREMENTS Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HOW/ORW). Only applications packages that include all required items listed below will be accepted and reviewed. Initial each item below to indicate that the required information is provided in the application package: )CT 1. A permit application processing fee of $505.00 payable to NCDEO. MCT 2. One original signed hard copy and one electronic copy of this completed form. The signing official named on this application to represent the current permittee must meet one of the following: a. Corporation — a principle executive officer of at least the level of vice-president; b. Limited Liability Company (LILC) — a manager or company official as those terms are defined in G.S. 57D "North Carolina Limited Liability Company Act;' c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee; d. Partnership or limited partnership — the general partner, e. Sole proprietor; or f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the signature of another entity. MCT 3. One hard copy and one electronic copy of recorded documents required by the original permit that have not yet been received by DEMLR, including: deed restrictions, protective covenants, condominium/planned community declaration and easements. If the project has been built, include documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If the project has not been built, include a signed agreement that the final recorded deed restrictions and protective covenants will be submitted at a later date. MCT 4. O&M Agreements, Please select one: ® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to keep this on file with the permit; or ❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am requesting a copy be sent to me. I agree to keep this on file with the permit. MCT 5. Designer Certifications, Please select one: ® A copy of the certification(s) confirming that the project was built in accordance with the approved plans have been previously provided to the Division; or ❑ A copy of the certification(s) confirming that the project was built in accordance with the approved plans are enclosed; or ❑ The project has not yet been built. MCT 6. (IF APPLICABLE) If the project has been built, one original hard copy and one electronic copy of a signed, sealed, and dated letter from a licensed professional stating that the SCMs have been inspected, and that they have been built and maintained in accordance with the permit. 7. [IF APPLICABLE) When the permittee is a corporation or a limited liability corporation (LLC): Provide one hard copy and one electronic copy of documentation from the NC Secretary of State, or other official documentation, which supports the titles and positions held by the persons listed in Section C.2 per 15A NCAC 2H. 1043(3)(b). httns://www.sosnc.aov/online services/search/by: title/ Business Remffiration AUG 10 2022 By:_ _'__ ____- Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018 i"w ."� �.: „.✓'r ems'^t+�t"J a.°3'.r, .,..«::`t' �'�fie �r� nw�.��fn''f }Yi Ic � Y7 -N.,� LYfl Gr.J` u i s , �.Y D. PERM ITTEEWIFI CATION_I,— A - Lw4k' __ the person legally responsible for the permit, certify that I have a copy of the Permit and 0&M Agreement on site`(or I will obtain a copy and it will be kept on site), that I am responsible for the performance of the maintenance procedures, and the site has been and will be maintained according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the project, SCMs, or ownershipII information provided on this permit renewal application is, to the best of my knowledge and co¢lple Signature: Date: 7 to yL NOTARIZATION: 'ublic for the State of do hereby certify appeared before me this the ZO day of Jo i �, 20 2 _, and acknowledge the due execl{tiggrgf the forgoing instrument. Witness my hand and official seal, III AUG 10 2022fl r �a Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018 '�`_.r r _t �- u y. �� ✓,rr .�-L:` tS .�'�ii�-:�1,.;%« � -ti'4;; ;,; c-" .. Fin _•_''K i.� 9'+�-�'±.�,;,,;, ".. �_: fi Permit Nl_ G* (to be provided by DWO) Amp of W A rFq NCDENR A y STORMWATER MANAGEMENT PERMIT APPLICATION FORM o c 401 CERTIFICATION APPLICATION FORM WET DETENTION BASIN SUPPLEMENT This form must be filled out, printed and submitted. The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information. Project name LMCC Parking Lot Holcomb Blvd. Contact person Howard Resnik Phone number 910-791-441 Date 1/1312010 Drainage area number 1 II. DESIGN INFORMATION Site Characteristics Drainage area Impervious area, post -development %impervious Design rainfall depth Storage Volume: Non-SAWaters Minimum volume required Volume provided Storage Volume: SA Waters 1.5" runoff volume Pre -development 1-yr, 24-hr runoff Post -development 1-yr, 24-hr runoff Minimum volume required Volume provided Peak Flow Calculations Is the pre/post control of the lyr 24hr storm peak flow required? 1-yr, 24-hr rainfall depth Rational C, pre -development Rational C, post -development Rainfall intensity: 1-yr, 24-hr storm Pre -development 1-yr, 24-hr peak flow Post -development 1-yr, 24-hr peak flow Pre/Post 1-yr, 24-hr peak flow control Elevations Temporary pool elevation Permanent pool elevation SHWT elevation (approx. at the perm. pool elevation) Top of 1Oft vegetated shelf elevation Bottom of 1 Oft vegetated shelf elevation Sediment cleanout, top elevation (bottom of pond) Sediment cleanout, bottom elevation Sediment storage provided Is there additional volume stored above the state -required temp. pool? Elevation of the top of the additional volume Fonn SW401-Wet Detention Basin-Rev1-9/17/09 _ 50,103 e 22,446 fe 44.80 % 1.5 in 2,839 ff3 OK 3,137 rya _ OK, volume provided is equal to or in excess of volume required. tt3 ff3 ff3 ff3 It _ y (Y or N) _ 3.8 in 0.20 (unitless) 0.54 (unifless) 0.16 inlhr OK _ 144 ft3/sec _ 3.89 ft3/sec 2.45 ff3/sec 19.00 trust 18.67 fmsl _ 18.67 imsl 19.17 final - 18.17 fmsl Data not needed for calculation option #1, but OK if provided. 14.42 fmsl 13.00 fmsl Data not needed for calculation option #1, but OK if provided. 1.42 It n (Y or N) 19.0 fmsl OK dV--�Z� 1 V L' D JAN 1 4 2010 BY: Parts I. 8 II. Design Summary, Page 1 of 2 Permit No. (to be provded by DWO) IL DESIGN INFORMATION - Surface Areas Area, temporary pool 10,136 ft' Area REQUIRED, permanent pool _ 2,520 ft' SAIDA ratio _ 5.03 (unitless) Area PROVIDED, permanent pool, Am p,, 8,875 ft` OK Area, bottom of 1Oft vegetated shelf, Aye, mef _ 7,094 ft` Area, sediment cleanout, top elevation (bottom of pond), Am,,1 299 ft` Volumes Volume, temporary pool 3,137 ft3 OK Volume, permanent pool, Va,,,,y, _ _ 28,355 ft' Volume, forebay (sum of forebays if more than one forebay) 6,109 tt3 Forebay %of permanent pool volume _ 21.5% % OK SAIDA Table Data Design TSS removal 90 % Coastal SAIDA Table Used? _ y (Y or N) Mountain/Piedmont SAIDA Table Used? n (Y or N) SAIDA ratio _ 5.03 (unitless) Average depth (used in SAIDA table): Calculation option 1 used? (See Figure 10-2b) _ y (Y or N) Volume, permanent pool, Vre,_PW 28,355 ft' Area provided, permanent pool, A,.-P y 8,875 ft` Average depth calculated _ 3.19 It OK Average depth used in SAIDA, it., (Round to nearest O.Sft) _ 3.0 If OK Calculation option 2 used? (See Figure 10-2b) (Y or N) Area provided, permanent pool, A... _ 8,875 e Area, bottom of 1 Oft vegetated shelf, Awe ,I, i, 7,094 ft' Area, sediment cleanout, top elevation (bottom of pond), A,,_,, 1,299 ft' "Depth' (distance bhv bottom of 1Oft shelf and lop of sediment) 3.75 It Average depth calculated _ It Average depth used in SAIDA, d., (Round to nearest 0.5ft) _ It Drawdown Calculations Drawdown through orifice? y (Y or N) Diameter of orifice (if circular) 1.25 in Area of orifice (if -non -circular) _ in' Coefficient of discharge (CD) _ 0.60 (uni0ess) Driving head (Ho) 0.11 It Drawdown through weir? _ n (Y or N) Weir type _ (unitless) Coefficient of discharge (C.) _ (unitless) Length of weir (L) It Driving head (H) It Pre -development 1-yr, 24-hr peak Flow 1.44 ft'/sec Post -development 1-yr, 24-hr peak Flow _ 3.89 ft'/sec Storage volume discharge rate (through discharge orifice or weir) _ 0.01 ft3lsec Storage volume drawdown time 2.67 days OK, draws down in 2-5 days. Additional Information Vegetated side slopes 3 :1 OK Vegetated shelf slope 10 :1 OK Vegetated shelf width _ 10.0 It OK Length of towpath to width ratio _ 3 :1 OK Length to width ratio 3.0 :1 OK Trash rack for overflow & orifice? _ y (Y or N) OK Freeboard provided _ 1.0 If OK Vegetated filter provided? n (Y or N) OK Recorded drainage easement provided? _ n (Y or N) Insufficient. Recorded drainage easement required. Captures all runoff at ultimate build -out? y (Y or N) OK Drain mechanism for maintenance or emergencies is: giutahlg-pump Fonn SW401-Wet Detention Basin-Rev.8-9117109 JAN 1 4 2010 Parts I. & II. Design Summary, Page 2 of 2 Permit III. REQUIRED ITEMS CHECKLIST (to be provided by D WQ) Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a requirement has not been met, attach justification. Pagel Plan Ini ials Sheet No. L-101 1. Plans (1" - 50' or larger) of the entire site showing: - Design at ultimate build -out, - Off -site drainage (if applicable), - Delineated drainage basins (include Rational C coefficient per basin), - Basin dimensions, - Pretreatment system, - High flow bypass system, - Maintenance access, - Proposed drainage easement and public right of way (ROW), - Overflow device, and - Boundaries of drainage easement. L2 2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing: - Outlet structure with trash rack or similar, - Maintenance access, - Permanent pool dimensions, - Forebay and main pond with hardened emergency spillway, - Basin cross-section, - Vegetation specification for planting shelf, and -Filter strip. /['p C _ UR 3. Section view of the wet detention basin (1" = 20' or larger) showing: - Side slopes, 3:1 or lower, - Pretreatment and treatment areas, and - Inlet and outlet structures. r ie, -i " 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified on the plans prior to use as a wet detention basin. Sew eki 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay, to verify volume provided. C4 L 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the entire drainage area is stabilized. See c' L 7. The supporting calculations. (� CM1eya 8. A copy of the signed and notarized operation and maintenance (O&M) agreement. i�•fyA 9. A copy of the deed restrictions (if required). See- c r t 10, A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County soil maps are not an acceptable source of soils information. ��Cl✓I'V`�T3 JAN 1 4 2010 Form SW401-Wet Detention Basin-Rev.8-9/17/09 BY: Part III. Required Items Checklist, Page 1 of 1 State Stormwa LMCC Parking Lot off Holcomb Boulevard Stormwater Permit No. SW8 091109 Onslow County Designer's Certification I, 14(oQ:nk lae,SnrK , as a duly registered err)00n reel— in the State of North Carolina, having been authorized to obseryp rlo (call eekly/ full time) the construction of the project, -I'dGC per-4i+M Lof O�A yri%U.,b ni'd (Project) . for Gt� �a.�o �z"ie�c.; a (Project Owner) hereby state that, to the best of my abilities, dud 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 specifications: t. PEA E eeff%,M.A i% J%.UJ , Asbu,\3 Ppt )%.(,% 2,',S£ QerMihkeA fs 19.0 ) jlshuil+ Y'S£ is r1,13 3. PP S"", i\rew pe(-r�AW is %,%7Ssf NivZl� PP S..r$+re Mew is gj4d4 sf wM<� is 5rca*v inn Mir"'M" rceircl SvrC�a wru . _ `I, Foreu) wtaMe iS 5rciu i>b- VII �y `{.i,l wlaMc. Signature Registration Number DZS.L83 Date s �,S'S/•�l,�% SEAL 7 — ' a 025483 r igRD S . //111111\\\ ECEUVE SEEP 17 202) Page 6 of 7 !Jr State Stormwater Management Systems Permit No. SW8 091109 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 per amount of built -upon area. O„ e 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. A A-' 5. The outlet structure elevations are per the approved plan. Irl. 6. The outlet structure is located per the approved plans. ,J,Z, 7. Trash rack is provided on the outlet structure. 11re.. 8. All slopes are grassed with permanent vegetation. )'rxl 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. 11Z. 12. Required drawdown devices are correctly sized and located per the approved plans. 11re 13. All required design depths are provided. A,e 14. All required parts of the system are provided, such as a vegetated shelf, and a forebay. e, 15. The required system dimensions are provided per the approved plans. 16. All components of the stormwater BMP are located in either recorded common areas, or recorded easements. cc: NCDENR-DWQ Regional Office ECEUVE SEP 17 2012 P�f BY: _ Page 7 of 7