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HomeMy WebLinkAboutSW8980236_Current Permit_20221102ROY COOPER Governor ELIZABETH. S, BISER Secretary BR.IAN WRENN November 2, 2022 NORTH CAROLINA EavW=X0#dQl Hutson & Nieper Enterprises, LLC. Attn: Louis Nieper, Manager 8232 Market St. Wilmington, NC, 28411 Subject: Permit Renewal Post -Construction Stormwater Management Permit No. SW8 980236 J. Afichaels Philly Deli North New Hanover County Dear Mr. Nieper: 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 preI'ous 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 October 311, 2022. The Division is hereby notifying you that permit SW8 980236 has been renewed, updated, and re -issued on November 2II1, 2022, as attached. As requested, a copy of the current operation and maintenance agreement is also enclosed. 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 May 8a`, 2030 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 a better 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 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, N-C. 27699-6714, or via telephone at 919-43 1-3 000, 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 Aisia Freeman in the Wilmington Regional Office, at phone # (910) 796-7318 or Aisia.freeman@ncdenr.gov. Sincerely, For Brian Wrenn, Director Division of Energy, Mineral and Land Resources. Enclosures: Attachment C — Permitting History Copy of the Renewal ApplicationDocuments Copy of the Current Operation and Maintenance Agreement DES/afA\\Stormwater\Permits & Projects\ 1 998\980236 HD\2022 11 permit 980236 cc: Wilmington Regional Oft —ice Stormwater File North Carolina.Department of ErwWonmentai Qw tiEy I Division of Energy Inllneral and Land Resources E J/ Wti7min r= Regional office I. 127 Cardinal Drive Extension I Wilmington, North Carolina 28405 rioa,E+sLO" o�a�.rro�ar 910.796.725 Post -Construction Stormwater Management Systems Permit No. SW8 980236 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 Hutson & Nieper Enterprises, LLC J. Michael's Philly Deli, North 8232 Market Street, Wilmington, New Hanover County FOR THE construction, operation and maintenance of one (1) wet detention Dond(s) in compliance with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211, as applicable (hereafter collectively referred to as the "stormwater rules') 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 May 8t', 2030 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 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 39,426 square feet of impervious area. 3. For the impervious areas added by the modification and applicable to the Session Law 2008-211 rules, 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. Page 1 of 5 Post -Construction Stormwater Management Systems Permit No. SW8 980236 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 the future deveiopment. 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. 7. 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. 8. The following design criteria have been provided in the wet detention pond and must be maintained at design condition: a. Drainage Area, acres: 1.25 Onsite, subject to 15A NCAC 2H.100, ft2: 53,934 Onsite, subject to SL 2008-211, ft2: 516 Offsite, ft2: none b. Total Impervious Surfaces, ft2: 39,426 Onsite, subject to 15A NCAC 2H.100, ft2: 38,910 Onsite, subject to SL 2008-211, ft2: Offsite, ft2: none c. Design Storm: 15A NCAC 2H.1000, inches: 1.0 SL 2008-211, inches: 1.5 d. Pond Design Depth, feet: 5.0 e. TSS removal efficiency: 90% f. Permanent Pool Elevation, FMSL: 12.5 g. Permanent Pool Surface Area, ft2: 2,835 h. Permitted Storage Volume, ft3: 4,291 i. Temporary Storage Elevation, FMSL: 13.8 j. Controlling Orifice: 1.0"0 pipe k. Orifice flowrate, cfs: 0.03 I. Permitted Forebay Volume, ft3: 715 m. Fountain Horsepower: N/A, PPV <30000 cf n. Receiving Stream/River Basin: UT to Pages Creek / Cape Fear o. Stream Index Number: 18-87-22 p. Classification of Water Body: "SA" 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. Page 2 of 5 Post -Construction Stormwater Management Systems Permit No. SW8 980236 4. Records of maintenance activities must be kept and made available upon request to authorized personnel of the division. 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 cubic feet. 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. B. 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. 9. 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. 10. Access to the stormwater facilities for inspection and maintenance shall be maintained via appropriate recorded easements at all times. 11. Prior to the construction of any permitted future areas shown on the approved plans, the permittee shall submit final site layout and grading plans to the Division for approval. 12. 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. Page 3 of 5 Post -Construction Stormwater Management Systems Permit No. SW8 980236 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. 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 Page 4 of 5 Post -Construction Stormwater Management Systems Permit No. SW8 980236 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. 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. Permit renewed, updated, and reissued this the 2nd day of November 2022. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION ekd�a WSP For Brian renn, Director Division of Energy, Mineral and Land Resources By Authority of the Environmental Management Commission Page 5 of 5 Permit No. SW8 980236 Approval Date Permit Action RIMS Version Description of the Changn Modified Plan Sheets High Density Commercial Project -construction, operation Original and maintenance of a detention pond in compliance with 5/8/1998 Approval 1.0 the provisions of 15A NCAC 2H .1000. The stormwater C1-2 control has been designed to handle the runoff from 38,910 square feet of impervious area. High Density Commercial Project -operation and 9/20/2010 Renewal 2.0 maintenance of one wet detention pond in compliance with the provisions of 15A NCAC 2H .1000 effective September 1, 1995. High Density Commercial Wet Detention Pond Project - construction, operation and maintenance of one (1) wet detention pond(s) in compliance with the provisions of 15A NCAC 2H .1000 and Session Law 2008-211. The 9/14/2012 Major 2.1 stormwater control has been designed to handle the C1 Modification runoff from 39,426 square feet of impervious area. The following modifications are included and covered by this permit: The addition of 516 square feet of impervious area to the p=nitted drainage area to account for the covered deck. 11/2/2022 Renewal 3.0 New expiration date: 05/08/2022 Page 1 of 1 Permit Number: Mai (6 (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 I V1 does not incorporate a vegetated filter at the outlet. This system (check one): ❑ does Er 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 fast 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.4 . ches. Form SW401-Wet Detention Basin O&M-Rev.4 AUG 17 2012 UI Page 1 of 4 Permit Number: (to be provided by DWQ) Drainage Area Number: BMP element: Potentialproblem: How I will remediate theproblem: The inlet device: pipe or swale The pipe is clogged. Unclog the pipe. Dispose of the 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 professionai practices 11rune 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`Ya of the area. and control the algal growth. Cattails, phragmites or other Remove the plants by wiping them invasive plants cover 50% of I with pesticide (do not spray). i the basin surface. ECIEIVEs AUG 17 2012 Form SW401-Wet Detention Basin O&M-Rev.4 BY._ YPage 2 Of 4 Permit Number: (to be provided by DWQ) Drainage Area Number: BMP element: Potential roblem: How I will remediate the problem: 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 a licable 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 feet in the main pond, the sediment shall be removed. When the permanent pool depth reads ) J feet in the forebay, the sediment shall be removed. Sediment Removal ti I] ------------ � to t BASIN DIAGRAM ill in the blanks) Permanent Pool Elevation I Z 1 5 �ermanen PoololmSediment Removal Elevation 4b15 Min. -------------------------------------------- Sediment Bottom Elevation `7 5 Storage FOREBAY MAIN POND. AUG 17 2012 BY: Volume 1-ft Storage Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4 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 nam..e:J Michael's Philly Deli, North BMIP drainage area number: Print name:Hutson & Nieper Enterprises LLC Title: Joseph M. Hutson, Manager Address:8232 Market Street.Wilmineton. NC. 284 Signature: Q _ ,�t- Date: r�2/ 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. 1, �,Ui2d�k1Ul0�1` ICAb , a Notary Public for the State of CwobYA , County of R2iu'ISi idc , do hereby certify that . kichotQj hf m personally appeared before me this 17 day of '�- , 201 Z , and acknowledge the due execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal, .0 pI AR y U; Nrss•® .��. P U B SEAL My commission expires Soo L 2-D 14 AUG 17 2012 sr: Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4 DEMLR USE ONLY ' Date Reteived Fee Paid Permit Number a i5l3o t,t)$ q gD 33(p NC DEQ 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: Shfo 113 DZ3 b 2. Project name: �� IV�C /�LL,`5 PHUY DELI e NoRTAi 3. Project street address: T 5 City: WiL, 04CT1i hl County: 4. What, if any, changes have been made to the project as permitted? NOME zip: z II 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: httas:/Idea. nc.gov/abouVdivisions/ene[gy- mineral-land-resources/energy-mineral-land-rules/stormwater-program/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://dgg. 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. �{l,1TStxl � N�lEplr� ENTER LLG 1. Current Permit Holder's Company Name/Organization: ,ha, S lG EL'_S ?-HILLY nF.-Li � 2. Signing Official's Name: LOW5 WEEfa 3. Signing Official's Title: CAD -OWNER , S1FG.-TREAS, 4. Mailing Address: 132-37 M Wk! IRE" r City: W kL MIIJ .`C�29- State: _ zip: S f 5. Street Address: 92 City: WI -Al ICIState: C ZIP :2�I 6. Phone: ( ) 2 Email: �U, Q- O 11 I c [6tn OCT 31 2022 BY..-- Stormwater Permit Renewal Form Page " 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, a/ each item below to indicate that the required information is provided in the application package: 1. A permit application processing fee of $505.00 payable to NCDEQ. 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. 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. 4. O&M Ayireef nents, 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. 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, seated, 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 OCT 31 2022 i BY: Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018 D. PERMITTEE'S CERTIFICATION I, Low-5 qeyz , 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 0&M Agreement and approved plans. 1 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, qTwnership. All information provided on this permit renewal application is, to the best of my knowledge, core t and canmlete. NOTARIZATION: I, ft►usohr , a Notary Public for the State of Nolr4h mQ Iim , County of kav fld1' wmM : , do hereby certify that Lwis N1 personally appeared before me this the 7A day of bG✓ , 20 22 , and acknowledge the due execution of the forgoing instrument. Witness my hand and official seal, (Notary Seal) Notary Signature: My commission expires 4?.,6 sov i a, HF.�.; p's o iNQTAR}•ji aL+IG ;=C� Olt III W III. , OCT 31 2022 SY Stormwater Permit Renewal Application form Page Z :~rs" 3 May 11, 2018 Permit No Y`r U 146 (to be pioWdad by DWQ of WA TE9 uuee � pG o � STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION FORM WET DETENTION BASIN SUPPLEMENT This form must be frHed out, printed and submitted The Required Items Checklist (Part 111) must be printed, tlited out and submitted along with all of the required information. I, PROJECT INFORMATION Project name 1 Michaers Philly Deli, Nodh Conlact person i Robert Patterson Phone number 910-520-0278 Date 8/1312012 Drainage area number #1 IL DESIGN INFORMATION Site Characteristics Drainage area 54,450fe—53934 $jAk@ Ir1� C7Ib SqA @ {,j" Impervious area, post -development % impervious 39,426 fe — ' 71 10 72.41 % 5y{ I �r i b 5� iT @ )'S Design rainfall depth 1,1.5 in Storage Volume: Non -SA Waters Minimum volume required 3,210 fe Volume provided 4,291 ns OK, volume provided is equal to or in excess of volume required. Storage Volume: SAWaters 1.5" runoff volume Pre -development 1-yr, 24-hr runoff fe Post- development 1-yr, 24-hr runoff fe Minimum volume required fe Volume provided fe Peak Flow Calculations is the prelpost control of the 1yr 24hr storm peak flow required? (Y or N) 1-yr, 24-hr rainfall depth in Rational C, pre -development (unitless) Rational C, post -development (unitless) Rainfall intensity:)-yr, 24-hralorrn inlhr Pre -development 1-yr, 24-hr peak flow et= Post -development 1-yr. 24-hr peak flow ft lsec Pre/Post 1-yr, 24-hr peak flow control Owe Elevations Temporary pool elevation 13.80 final Permanent pod elevation 12.50 fmsl SHWT elevation (approx. at the perm. pool elevation) fmsl Top of 1 Oft vegetated shelf elevation 12.50 fmsl Bottom of 1 Oft vegetated shelf elevation 11.50 fmsl 1 Sediment deanout, top elevation (bottom of pond) 7.50 fmsl !L V L1J Sediment deanout, bottom elevation Sediment storage provided fmsl 7.50 ft S E P 0 6 2012 Is there additional volume stored above the state -required temp. pool? N (Y or N) BY. Elevation of the top of the additional volume fmsl Form SW401-Wet Detentan Basin-Rev.94118112 Parts I. & II. Design Summary. Pape 1 of 2 Permit No. (to be provided by DWQ) II. DESIGN INFORMATION Surface Areas Area, temporary pool 3,767 fe Area REQUIRED, permanent pool 2,743 ft SAIDA ratio 6.00 (unifless) Area PROVIDED, permanent pod, A,,,,,_,,, 2,835 fe OK Area, bottom of 1Oft vegetated shelf, Abdshed fe Area, sediment cleanout, top elevation (bottom of pond), AmtP.1d f? Volumes Volume, temporary pod 4,291 fe OK Volume, permanent pool, V,,y,,, 3,272 fe Volume, forebay (sum of forebays if more than one forebay) 715 fe Forebay % of permanent pod volume 21.9% % OK SAIDA Table Data Design TSS removal q® % Coastal SAIDA Table Used? Y (Y or N) Mountain/Piedmont SAIDA Table Used? IQ (Y or N) SAIDA ratio 5.00 (unifless) Average depth (used in SAIDA table): Calculation option 1 used? (See Figure 10-2b) (Y or N) Volume, permanent pool, VP, -,- 3.272 ft' Area provided, permanent pool, AP,,,-,,, 2,835 ff Average depth calculated It Average depth used In SAIDA, day (Round to nearest 0.5ft) it Calculation option 2 used? (See Figure 10-2b) (Y or N) Area provided, permanent pool, Ar,,,,_,,, 2,835 fe Area, bottom of 10ft vegetated shelf, Abo ha it Area, sediment deanout, top elevation (bottom of pond), A,a-p„d le 'Depth' (distance blw bottom of 10ft shelf and top of sedimeno 4.00 ft Average depth calculated ft Average depth used in SAIDA, d. (Round to down to nearest 0.511) 5.0 ft Drawdown Calculations Drawdown through orifice? Diameter of orifice (if circular) Area of orifice (if -ran -circular) Coefficient of discharge (Co) Driving head (H,) Drawdown through welr? Weir type Coeffldent of discharge (C ) Length of weir (L) Driving head (H) Pre -development 1-yr, 24-hr peak flow Post -development 1-yr, 24-hr peak flow Storage volume discharge rate (through discharge odf ce or weir) Storage volume drawdown time Additional Information Vegetated side slopes Vegetated shelf slope Vegetated shelf width Length of flowpath to width ratio Length to width ratio Trash rack for overflow & orifice? Freeboard provided Vegetated filter provided? Recorded drainage easement provided? Capures all runoff at ultimate build -out? Drain mechanism for maintenance or emergencies is: Y (Y or N) 1.00 in if? 0.60 (unifiers) 1.30 ft (Y or N) (unifless) (unifiers) ft ft f?lsec ielsec 0.03 ft lsec 2.40 days r Need 3 ft min. Insufficient. Check calculation. Storage volume discharge rate greater than predev.1yr24hr. OK, draws down in 2-5 days. 3 :1 10:1 OK OK �� C11�j D 10.0 ft OK 3 :1 Insufficient flow path to width ratio. Must not g gft piJcU'Mor+d. 2 2 V O 2.0:1 OK JCr Y (Y or N) OK 1.7 R OK BY: N (Y or N) OK Y (Y or N) OK Y (Y or N) OK Emergency Spillway l T, Form SW401-Wet Detention Basin-Rev.9-4/18112 Parts I.8 It. Design Summary, Page 2 of 2