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HomeMy WebLinkAboutSW8130907_CURRENT PERMIT_20210526STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 )30c101 DOC TYPE CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE Z oEt 05 2p YYYYMMDD ROYCOOPER Governor DIONNE DELLI-GATTI secretory BRUIN WRENN Director May 26, 2021 NORTH CAROLINA EAWronmentd Quafrly Marine Corps Base Camp Lejeune Attn: Neal Paul, Deputy Public Works Officer 1005 Michael Road Camp Lejeune, NC 28547 Subject: Permit Renewal State Stormwater Management Permit No. SW8 130907 Parking Lot Addition- Building 313 Onslow County Dear Mr. Paul: The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal Application for the subject project on May 17, 2021. The Division is hereby notifying you that permit SW8 130907 has been renewed on May 26, 2021, and shall be effective until October 9, 2029. For your records, please find enclosed a renewed, updated, and re -issued permit and a copy of the renewal application. Please keep this permit on file at all times. Please note that the renewed, updated, and re -issued permit does not impose new or different terms; it merely restates some of the previous terms to provide you with a better understanding of your obligations under the permit. The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the terms and conditions of this state stormwater permit. The plans originally approved on October 9, 2013 will remain in full force and effect in accordance with the regulations set forth in Title 15A NCAC 2H.1000. This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit Failure to establish an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions, to transfer the permit, or to renew the permit, 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 by filing a written petition with the Office of Administrative Hearings (OAH). The written petition must conform to Chapter 150B 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, need additional copies of the permit or approved plans, please contact Ashley Smith in the Wilmington Regional Office, at (910) 796-7215 or ashleym.smith@ncdenr.gov. Sincerely, dv EK; Brian Wrenn, Director Division of Energy, Mineral and Land Resources Enclosures: Attachment A — Designer's Certification Form Attachment C — Permitting History Renewal Application Documents DES/arcs: \\\Stormwater\Permits & Projects\2021\130907 HD\2021 05 permit 130907 cc: NCDEQ-DEMLR Wilmington Regional Office ®En� 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 ewr:+e+®i+mm� 910.796.7215 State Stormwater Management Systems Permit No. SW8 130907 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENERGY, MINERAL AND LAND RESOURCES STATE 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 MCB Camp Lejeune Parking Lot Addition, Building 313 Building 313, H St., Camp Lejeune, Onslow County FOR THE construction, operation and maintenance of one (1) 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') the approved stormwater management plans and specifications and other supporting data as attached and on file with and approved by the Division of Energy, Mineral and Land Resources (the "Division" or "DEMLR") and considered an enforceable part of this permit. This permit shall be effective from the date of issuance until October 9, 2029, and shall be subject to the following specified conditions and limitations: I. DESIGN STANDARDS 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 1.8 of this permit. The stormwater control has been designed to handle the runoff from 16,502 square feet of impervious area. 3. A 50' wide vegetative buffer must be provided and maintained adjacent surface waters, measured horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of both sides of streams and rivers and the mean high water line of tidal waters. 4. A vegetated filter strip is not required for this pond as it has been designed for a 90% total suspended solids removal efficiency. 5. The tract will be limited to the amount of built -upon area indicated in this permit, and per approved plans. This permit does not provide any allocation of built -upon area for future development. 6. 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. 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. Page 1 of 6 State Stormwater Management Systems Permit No. SW8 130907 8. The following design criteria have been provided in the wet detention pond and must be maintained at design condition: a. Drainage Area, acres: 0.58 Onsite, ft2: 25,107 Offsite, ft2: 0 b. Total Impervious Surfaces, ft2: 16,502 Onsite, ft2: 16,502 Offsite, ft2: 0 C. Design Storm, inches: 1.5 d. Average Pond Design Depth, feet: 3.0 e. TSS removal efficiency: 90% f. Permanent Pool Elevation, FMSL: 7.00 g. Permanent Pool Surface Area, ft2: 2,732 h. Permanent Pool Volume, ft3: 4,840 i. Permitted Storage Volume, ft3: 2,725 j. Temporary Storage Elevation, FMSL: 7.75 k. Pre-dev. 1 yr-24 hr. discharge rate, cfs: 0.03 I. Controlling Orifice: 0.75"0 pipe M. Orifice flowrate, cfs: 0.01 n. Permitted Forebay Volume, ft3: 951 o. Fountain Horsepower n/a p. Receiving Stream/River Basin: New River / White Oak q. Stream Index Number: 19-(15.5) r. Classification of Water Body: "Sc, NSW' II. SCHEDULE OF COMPLIANCE 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 the design condition. The signed and approved Operation and Maintenance Agreement must be followed in its entirety and maintenance must occur at the scheduled intervals. 4. Records of maintenance activities must be kept and made available upon request to authorized personnel of DENR. The records will indicate the date, activity, name of person performing the work and what actions were taken. 5. Decorative spray fountains will not be allowed in the stormwater treatment system as the permanent pool volume is less than 30,000 ft3. 6. 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. 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. Page 2 of 6 State Stormwater Management Systems Permit No. SW8 130907 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. 12. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit. A copy of the approved plans and specifications shall be maintained on file by the Permittee at all times. 13. 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. Any items not in compliance must be repaired, replaced restored, or resolved prior to the transfer. Records of maintenance activities performed to date may be requested. III. GENERAL CONDITIONS 1. 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. 2: 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. 3. 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. Page 3 of 6 State Stormwater Management Systems Permit No. SW8 130907 4. Permit Transfer: This permit is not transferable to any person or entity except after notice to and approval by the Director. The permittee shall submit a completed and signed "Permit Transfer Application Form" (available on the Division website) accompanied by the required fee and supporting documentation as listed on the form, to the Division at least 60 days prior to any one or more of the following events: a. The sale or conveyance of the project area in whole or in part, except in the case of an individual lot sale that is made subject to the recorded deed restrictions and protective covenants; b. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or NCGS 57D-6-07 and 08; C. Bankruptcy, d. Foreclosure, subject to the requirements of Session Law 2013-121; 5. Current Permittee Name or Address Changes: The permittee shall submit a completed "Permit Information Update Application Form" (available on the Division website) to the Division within 30 days to making any one or more of the following changes: a. A name change of the current permittee; b. A name change of the project; C. A mailing address change of the permittee; 6. The permittee is responsible for compliance with all terms and conditions of this permit until the Division approves the transfer request. Neither the sale of the project, in whole or in part, nor the conveyance of common area to a third party constitutes an approved transfer of the permit. 7. The permittee grants Division Staff permission to enter the property during normal business hours to inspect all components of the permitted project. 8. 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 permit conditions. 9. Approved plans, application documents, supplements, calculations, operation and maintenance agreement, and specifications for this project are incorporated by reference and are enforceable parts of the permit. A copy of this permit, application, supplements, operation and maintenance agreement, and approved plans and specifications shall be maintained on file by the permittee. 10. Unless specified elsewhere, permanent seeding requirements for the on -site stormwater system must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual. 11. 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. 12. 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). Permit renewed, updated and reissued this the 26 day of May 2021. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION 1+x-1' ���, nand re�nn,Director Division of Energy, Mineral and Land Resources By Authority of the Environmental Management Commission Page 4 of 6 State Stormwater Management Systems Permit No. SW8 130907 Parking Lot Addition, Building 313 Stormwater Permit No. SW8 130907 Onslow County Attachment A Designer's Certification 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 specifications: Signature Registration Number Date SEAL Page 5 of 6 State Stormwater Management Systems Permit No. SW8 130907 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 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 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 and located 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. 16. All components of the stormwater BMP are located in either recorded common areas, or recorded easements. cc: NCDENR-DEMLR Wilmington Regional Office Page 6 of 6 Attachment C - Permitting History Parking Lot Additional Building 313 Permit No. SW8 130907 Approval Date Permit Action BIMS Version Description of the Changes 10/9/2013 Original Approval 1.0 5/26/2021 Renewal 2.0 Permit Number: f5 Gv�13 O �',9 (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 immediately. 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 I 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. Vegetation is too short or too Maintain vegetation at a height of long. approximately six inches. Form SW401-Wet Detention Basin O&M-Rev.4 SEP 1 1 2013' DV. Page 1 of 5 Permit Number: (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 spraying. 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. 1' 41 ei °}M 1 � Form SW401-Wet Detention Basin O&M-Rev.4 y SEP 1 1 2013 Page 3 Of 5 BY: Permit Number: (to be provided by DWQ) Drainage Area 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. Cif 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 5.5 feet in the main pond, the sediment shall be removed. When the permanent pool depth reads 3.5 feet in the forebay, the sediment shall be removed. Sediment Removal Bottom BASIN DIAGRAM (fill in the blanks) 3_5 Pe anen\ Volume 2_5 ft Min. Sediment Storage FOREBAY Form SW401-Wet Detention Basin O&M-Rev.4 Permanent Pool Elevation 7.0 Sediment Removal Elevation 1_5 Volum, Bottom Elevation 0.5 MAIN POND ECEIVE°-i SEP 2 4 2M BY:�_ Page 4 of 5 1-ft Storage Permit Number: (to be provided by DWQ) 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:Construct Parking Lots, Hadnot Point & French Creek, Building 313 BMP drainage area number: Print Title:Deputy Public Works Director Address:MCB Camp Lejeune, 1005 Michael Road, Camp Leieune, NC 28547 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 � M'` J LIV U. , do hereby certify that personally appeared before me this at day of a� , U C5 , and acknowledge the due execution of the forgoing wet detention basin maintenance seal, \/—i KELLEY VANDECOEVERINPJ NOTARY PUBLIC ONSLOW COUNTY STATE OF NORTH CAROLINA SEAL My commission expires 17, Form SW401-Wet Detention Basin O&M-Rev.4 SEP 1' 2013 Page 5 of 5 BY. UEMLH USE UNLY Date ecei ed Fee Paid Permit Number 5 i a 1J w;,,7 65= o 0 �i U 1L�J NC DEO Division of Energy, Mineral and Land Resources ECEIVE STATE STORMWATER: PERMIT RENEWAL APPLICATION FORM IaAY ' ar^1 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 130907 2. Project name: Parking Lot Addition to Building 313 High Density Commercial Wet Detention Pond Proiect 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 a Major Modification or Minor Modification Application form available at., https://deg.nc.gov/about/divisions/energy- mi neral-land-resou rces/e ne rgy-mineral-land-rules/sto rmwater-pros 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://deg.nc.gov/about/divisions/energy-mineral-land- resources/energy-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: neal.paul@usmc.mil ECEC�Rra�li� MAY 17 2021 BY: 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 HQW/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: HEB 1. A permit application processing fee of $505.00 payable to NCDEO. HEB 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 (LLC) — 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. HEB 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. HEB 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. HEB 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. 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). httos://www.sosnc.gov/online services/search/by title/ Business Registration MAY 17 2021 BY: Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018 D. PERMITTE'�EE''S CERTIFICATIONJ I, `�- 6� A • &0,/(JET , 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 roper forms to modify or transfer the permit prior to any changes to the project, SC wnership. I info anon provided on this permit renewal application is, to the best of my knowledge, c rr c an mpleie. -Jq Signature: Date: z NOTARIZATION: 1 I n �� I, �,� �.n( ' V ll� �� a Notary Public for the State of Notrkh CAC2IMJA, County of nsJ.()4 , do hereby certify that 'l,�be t/} Yt Lt11 ✓ personally appeared before me this the day of (YiCIM 20 2 , and acknowledge the due execution of the forgoing instrument. Witness my hand and official seal, (Notary Seal) ���%%r r \V ERSO 4j;NOTARY , Notary Signature: _ My commission expires 1 /' pUB��G /11111110\\�� MAY 17 1019 Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018 m Permit No. t~i IN7O7— (to be provided by DWD) ®F� OOF W A TF9OG NCDENR P� STORMWATER MANAGEMENT PERMIT APPLICATION FORM 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 Contact person Phone number Dale Drainage area number Construct Parking Lots, Hadnot Point & French II. DESIGN INFORMATION Site Characteristics Drainage area 25,107gi Impervious area, post -development 16,502'ftz %impervious 65.73 % Design rainfall depth 1.5in Storage Volume: NonSAWaters Minimum volume required 2,028 ft3 Volume provided 2,725113 OK, volume provided is equal to or in excess of volume required. Storage Volume: SA Waters 1,5' runoff volume ft3 Pre -development 1-yr, 24-hr runoff ft3 Post -development 1-yr, 24-hr runoff ft3 Minimum volume required _ _ft3 Volume provided ' It Peak Flow Calculations Is the pre/post control of the tyr 24hr storm peak flow required? Y _ (Y or N) 1 yr, 24-hr rainfall depth 3,7in Rational C, pre -development 0.30(uniffess) Rational C, post -development 0.71. (umbess) Rainfall intensity: 1-yr, 24-hr storm 0.15 inlhr Insufficient. Check intensity calculation. o k, Pre -development 1-yr, 24-hr peak flow 0.03 ft3lsec Post -development 1-yr, 24-hr peak flow 0.94 ft3lsec PrelPost 1-yr, 24-hr peak flow control 0.91 ft3lsec Elevations Temporary pool elevation 7.75 fmsl Permanent pool elevation 7.00 fmsl SHWT elevation (approx. at the perm, pool elevation) 7.00ifmsl Top of 1011 vegetated shelf elevation 7.501 hs1 Bottom of 1Oft vegetated shelf elevabon 6.50 fmsl Sediment cleanout, top elevation (bottom of pond) 1.50fmsl Sediment cleanout, bottom elevation 0.50 Ili Sediment storage provided 1.00 it Is there additional volume stored above the state -required temp. pool? Y i(Y or N) Elevation of the top of the additional volume i 7.8;fmsl OK AGT4rtLo1 iZAA f$ur- Rol ry �•$' �(� EGEIVE e, ff v OCT 0 3 2013 Forth SW401-Wet Detention 8asin-Rev.9.4118112 Parts 1. & 11. Design summary, Page 1 of 2 BY:---- Permit provided ny DWQ) II. DESIGN INFORMATION Surface Areas Area, temporary pool 4,186 ft' Area REQUIRED, permanent pool 1,916 ftz SAIDA ratio 7.63, (unifless) Area PROVIDED, permanent pool, A". 2,7321 ft` OK -.I Area, bottom of 10ft vegetated shelf, Aye, ,,If 1,692,ft` Area, sediment cleanout, top elevation (bottom of pond), Am,.„ d 188ft Volumes Volume, temporary pool 2,725 ft' OK Volume, permanent pool, V,,,,,,yel 4,840. ft' Volume, forebay (sum of forebays if more than one forebay) 951 ft' Forebay %of permanent pool volume 19.6% % OK Ac-1 A fig.'} a(° 3 V T ro �+h SAIDA Table Data ILI -M L�,� ° � A6- — _ Design TSS removal _ _ 90�% Coastal SAIDA Table Used? Y (Y or N) Mountain/Piedmont SAIDA Table Used? N (Y or N) SAIDA ratio 7.63 (unitless) Average depth (used in SAIDA table): Calculation option 1 used? (See Figure 10-2b) N (Y or N) Volume, permanent pool, V.-Ped 4,840 ft' Area provided, permanent pool, As,, _pw 2,732 ft" Average depth calculated ft Need 3 It min. Average depth used in SAIDA, d„, (Round to nearest 0.5ft) - It Calculation option 2 used? (See Figure 10-2b) Y (Y or N) Area provided, permanent pool, A._,, 2,732 ft` Area, bottom of 1Oft vegetated shelf, A,,, m, 1,692 It` Area, sediment cleanout, top elevation (bottom of pond), A,y n° 188 ft' "Depth" (distance blw bottom of 1Oft shelf and top of sediment) 5,00 It Average depth calculated 3.19ft OK Average depth used in SAIDA, d„, (Round to down to nearest 05ft) 3.0 ft OK Drawdown Calculations Drawdown through orifice? Y (Y or N) Diameter of orifice (if circular) 0.75 in Area of orifice (if -non -circular) inz Coefficient of discharge (Co) 0.60 (uni0ess) Driving head (H°) 0.25 It Drawdown through weir? N (Y or N) Weir type limitless) Coefficient of discharge (C„.) (unitless) Length of weir (L) Ift Driving head (H) ft Pre -development 1-yr, 24-hr peak flow 0.03, fit`/sec Post -development 1-yr, 24-hr peak flow 0.11 ft/sec Storage volume discharge rate (through discharge orifice or weir) 0.01'ft'Isec Storage volume drawdown fime �q{ %Oft 3 ��-'4r2adays OK, draws down in 2-5 days. Additional Information Vegetated side slopes 3,:1 OK Vegetated shelf slope 10,1 OK Vegetated shelf width 10.01ft OK Length of flowpath to width ratio 3� 1 OK Length to width ratio 3.01:1 OK Trash rack for overflow 8 orifice? Y ,(Y or N) OK Freeboard provided 1.2ift OK Vegetated filter provided? N ;(Y or N) OK Recorded drainage easement provided? Y (Y or N) OK Capures all runoff at ultimate build -out? Y (Y or N) OK Drain mechanism for maintenance or emergencies is: (Pump EGE9�„,: Form SW4D1-Wet Detention Basin-Rev.94118112 �� Pads I. a I. Design Summary, Page 2 of 2 "� OCT 0 3 2013 Permit (to be provided by DWO) III. REQUIRED ITEMS CHECKLIST 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. Page/ Plan Initials Sheet No. 4 G4- 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 (ROM, - Overflow device, and - Boundaries of drainage easement. C19 2. Partial plan (V = 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. r CJ 3. Section view of the wet detention basin IT' = 20' or larger) showing: U - Side slopes, 3:1 or lower, - Pretreatment and treatment areas, and - Inlet and outlet structures. C S 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. GS 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay, to verify volume provided. �cl CS 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the (j entire drainage area is stabilized. �A 7. The supporting calculations. 8. A copy of the signed and notarized operation and maintenance (0&M) agreement. �/q nnn�r r 9. A copy of the deed restrictions (if required). 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. Form SW401-Wet Detention Basin-Rev.9-4/18/12 SE? 11 2013 Part III. Required Items Checklist, Page 1 of 1