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HomeMy WebLinkAboutSW8110706_CURRENT PERMIT_20220630STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 07 06 DOC TYPE CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 20?2 06 3o YYYYMMDD ROY COOPER Governor ELIZABETH S. BISER Secretary BRIAN WRENN Director June 30, 2022 The Topsail Shores Inn LLC Attn: Mark Maynard, Manager 332 Military Cutoff Road Wilmington, NC 28405 NORTH CAROLINA Environmental Quality Subject: Permit Renewal Post -Construction Stormwater Management Permit No. SW8 110706 Topsail Shores Inn formerly The Sneads Ferry Inn Onslow County Dear Mr. Maynard: Effective August I, 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 June 24, 2022. The Division is hereby notifying you that permit SW8110706 has been renewed, updated, and re -issued on June 30, 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 July 22, 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 150B of the North Carolina General Statutes and must be filed with the OAI1 within thirty (30) days of receipt of this permit. You should contact the OA14 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 conflict Ashley Smith in the Wilmington Regional Off ice, at (910) 796-7215 or ashleym.smith@ncdenr.gov. Sincerely, ,�a, Brian Wrenn, Director Division of Energy, Mineral and Land Resources Enclosures: Attachment C— Permitting History Renewal Application Documents DES/ams: \\\Stormwater\Permits & Projects\201 I\I 10706 HD\2022 06 permit 110706 cc: Justin C. Bishop, PE; Malpass Engineering & Surveying, P.C.; 1134 Shipyard Blvd; Wilmington, NC 28412 Wilmington Regional Office Stormwater File Z North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources D_E L Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405 910.796.7215 Post -Construction Stormwater Management Permit No. SW8 110706 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 The Topsail Shores Inn LLC The Topsail Shores Inn 1325 NC Highway 210, Sneads Ferry, 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 July 22, 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 This permit is effective only with respect to the nature and volume of stormwater described in the application and other supporting data. This stormwater system has been approved for the management of stormwater runoff as described in Section 1.7 on page 2 of this permit. The stormwater control has been designed to handle the runoff from 27,050 square feet of impervious area. A 50' wide vegetative buffer must be provided 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. The tract will be limited to the amount of built -upon area indicated on page 2 of this permit, and per approved plans. The built -upon area for the future development is limited to 1,450 square feet. Page 1 of 5 Post -Construction Stormwater Management Permit No. SW8 110706 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. 6. 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, ft2: Offsite, ft2: b. Total Impervious Surfaces, ft2: Onsite, ft2: 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: It. SCHEDULE OF COMPLIANCE 0.96 41,624 N/A 27,050 27,050 N/A 1.5 3 90 29.5 3.336 3.303 30 1.3 VO pipe 0.1 896 N/A UT to Mill Creek / White Oak 19-39-3-1 " SA; HQW' 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 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. FI. 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 110706 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. 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. 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. 9. Access to the stormwater facilities for inspection and maintenance shall be maintained via appropriate recorded easements at all times. 10. Decorative spray fountains will not be allowed in the stormwater treatment system, as the permanent pool volume is less than 30,000 cubic feet. 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. 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). Page 3 of 5 Post -Construction Stormwater Management Permit No. SW8 110706 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 6 Post -Construction Stormwater Management Permit No. SW8 110706 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 30th day of June 2022. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION C,RLI 9�, Briian Wrenn, Uirector Division of Energy, Mineral and Land Resources By Authority of the Environmental Management Commission Page 5 of 5 Attachment C - Permitting History Topsail Shores Inn Permit No. SW8 110706 Approval Date Permit Action BIMS Version Description of the Changes 7/22/201 1 Original Approval 1.0 6/30/2022 Renewal 2.0 Permit Update Form Accepted: Legal Name Change: from The Sneads Ferry Inn LLC to The Topsail Shores Inn LLC Expires July 22, 2029 Permit Number: (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 JUL 1 9 Zoll 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 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. Form SW401-Wet Detention Basin O&M-Rev.4 JUL 1 9 Z011 -� Page 2 of 4 Permit Number: (to be provided by DWQ) Drainage Area Number: BMP element: Potentialproblem: 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 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 25 feet in the forebay, the sediment shall be removed. Sediment Removal Bottom 26.5 ----------------- FOREBAY BASIN DIAGRAM Ulf in the blanks) -ft Min. Sediment Storage Form SW401-Wet Detention Basin O&M-Rev.4 Permanent Pool Elevation 29.0 Pool Sediment Removal Elevation 23.5 Volum, ----------------------- ------ Bottom Elevation MAIN POND JUL 1 9 2011 Page 3 of 4 I-ft 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: The Sneads Ferry Inn LLC BMP drainage area number: Print name: Mark Maynard Title: Manager Address: 1510-A South Front Street Wilmington, NC 28401 Phone: 910-6612-3633 Signature: X--- Date: —7/)V2c,l Imo% 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. I, jam[ 1 ] '611 , a Notary Public for the State of kwh 0 U jnou , County of _ 1bvtr , do hereby certify that Uay_ personally appeared before me this day of , and acknowledge the due execution of the forgoigg wet detention basirt.Maintenance requirements. Witness my hand and official seal, j U}` ,�,OTAq` _' ry Z 11ti'OVE ;,� ��,,`, SEAL My commission expiresy;(. e9m, r� IL5 Form SW401-Wet Detention Basin O&M-Rev.4 JUG" 1 9 2011 - I Page 4 of 4 DEMLR USE ONLY Date Re ived Fee Paid Permit Number in a IV 0 SUJ& H070 STATE STORMWATER: PERMIT INFORMATION UPDATE APPLICATION FORM There is NO FEE for updating project name or permittee information. This form is to only to be used by the current permittee to notify the Division of: 1) changes to the Point of Contact (signing official) for the current permittee (LLC, Corporation, HOA or PDA); 2) changes to the mailing address, phone number or email address of the current permittee; 3) changes to the name of the project, and 4) changes to the legal corporate name as documented by a Name Change or Merger filed with the NCSOS. A. NEW PERMIT INFORMATION State Stormwater Permit Number: SW8 110706 Are you updating (check all that apply): If so, please provide the updated information: ® Project name Topsail Shores Inn ® Corporation Name' The Topsail Shores Inn LLC '— ❑ Permit Contact Name',a W JL.. ❑ Permit Contact Title JUN Z 4 2022 J i ® Mailing Address3 332 Military Cutoff Rd, Wilmington, NC 28405 BY ❑ Phone number ® Email address jr@tributecompanies.com Provide documentation such as a Name Change / Merger (led with the NCSOS. Provide supporting documentation such as NCSOS filing. The permit contact's position must be in accordance with 15A NCAC 02H .1040(1). If more than one point of contact or mailing address is being changed, please attach a separate sheet. B. CERTIFICATION OF PERMITTEE 1, Mark Maynard, Jr. the current permittee, hereby notify DEMLR that I am making the changes as listed in Section A above. I further attest that this application for an update to the permit information currently on file is accurate and complete to the best of my knowledge. % Signature: Date: a Notary Public for the State of &'No'_ C C0.Cb�e(�n c County of c \ar\3:,�iQ o— do hereby certify that Ntq Yi_ V) 1 ram" SC personally appeared before me this the ) day of � .s �, 20, and acknowledge the due execution of the forgoing instrument. Witness my hand and official seal, I i rtirf/' (Notary Seal) ``%tit %% yA. ..... � i = °•� OIAF?)— Z Notary Signature (S\_ = m ' PCB\,\G f` My commission expires Z ;' to •.• --,ti ., 08 z5 Stormwater Permit Information Update Form Page 1 of 1 o�; '0q�OVERI G`��`` May 11, 2017 ,• ,, , Y � DEMLR USE ONLY Date eceiv d Fee Paid Permit Number a, 2 GAS= St78 010 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: SW8 110706 2. Project name: Topsail Shores Inn 3. Project street address: 1325 NC Hwy 210 City: Sneads Ferry County: Onslow Zip : 28460 4. What, if any, changes have been made to the project as permitted? None 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: hftps://deg.nc.gov/about/divisions/energy- mineral-land-resources/energy-mineral-land-rules/stormwater-grogram/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: httl)s://deg.nc.gov/about/divisions/energy-mineral-land- resources/enerav-mineral-land-rules/stormwater-Droaram/post-construction. State Stormwater Permits do not 1. Current Permit Holder's Company Name/Organization: Thu Topsail Shores Inn LLC 2. Signing Official's Name: Mark Maynard, Jr. 3. Signing Official's Title: Manager 4. Mailing Address: 332 Military Cutoff Rd City: Wilmington State: NC Zip: 28405 5. Street Address: 332 Military Cutoff Rd City: Wilmington State: NC Zip: 28405 6. Phone: 9( 10 l 251-5030 Email: Jr@tributecompanies.com JUN 2 4 2022 BY: Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018 1111` ", it 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/ORM. 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: ry l 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. N/A 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 Agreements, Please select one: ® 1 have a copy of the current feeerded O&M Agreement for all SCMs, and 1 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. MAI 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 gCtLr�B lbv �. JUN 2 4 2022 Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018 D. PERMITTEE'S CERTIFICATION Mark Maynard, Jr. , 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 ownership. All information provided on this permit renewal application is, to the best of my knowledge, correct and complete. Signature: Date'. Date: NOTARIZATION: that a Notary Public for the State of County of t b c r!0 V— , do hereby certify personally appeared before me this the eay of 1 5l,9 20_,A.Z. and acknowledge the due execution of the forgoing instrument. Witness my hand and official seal, (Notary Seal) Notary Signature: r�V. a k My commission expires i Z�\:ZaAp� JUN 2 4 2022 Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018 Permit No. (to be provided by DWQ) wnrE,gOg `r y NCDENR 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 (Pad III) must be printed, filled out and submitted along with all of the required information. I. PROJECT INFORMATION Project name The Sneads Ferry Inn, LLC Contact person David L. Menlus, P.E., Stroud Engineering, P.A. Phone number 910.815.0775 Date 7/1312011 Drainage area number 1 of 1 II. DESIGN INFORMATION Site Characteristics Drainage area 41,624 ft' Impervious area, post -development 27,050 ft2 % impervious 64.99 % Design rainfall depth 1.5 in Storage Volume: Non -SA Waters Minimum volume required 3,303 fts OK Volume provided 3,303 fts OK, volume provided is equal to or in excess of volume required. Storage Volume: SA Waters 1.5' runoff volume It, Pre -development 1-yr, 24-hr runoff fts Post -development 1-yr, 24-hr runoff ft2 Minimum volume required ft3 Volume provided ft3 \� CARO Peak Flow Calculations \\\ rya $$/ Is the prelpost control of the lyr24hr storm peak flow required? N (Y or N) ` '�E D,l,• 9/� 1-yr, 24-hr rainfall depth in Rational 0, pre -development limitless) — •a SEAL r Rational C, post -development - '(tintless) 1 35677 Rainfall intensity: 1-yr, 24-hr stone idhr Pre -development 1-yr, 24-hr peak flow no ft3lsec w fthuic PrelPosllyr, 24-hr peak Now comrelft'Isec tl444{�\ Elevations Temporary pool elevation 30.00 fmsl Permanent pool elevation 29.00 bnsl SHWT elevation (approx. at the pen. pool elevation) 29.50 hnsl Top of 1 Oft vegetated shelf elevation 29.50 fmsl I I7 Bottom of 1 Oft vegetated shelf elevation 28.50 find Sediment cleanout, top elevation (bottom of pond) 23.50 trnsl Sediment cleanout, bottom elevation 22.50 fmsl Sediment storage provided 1.00It--- Is there additional volume stored above the state -required temp, pool? N (Y or N) Elevation of the top of the additional volume brat JUL 1 9 2011 Farm SW401-Wel DelenOon Besln.Rev.8-9117I09 Parts i. a li. Design Summary, Page 1 of 2 Permit No. fro be pmvidad by DK10) 1II.6�DIESIGNINFORMATION01 Surface Amos Area, temporary pool Area REQUIRED, permanent pool 3.143 fle SAIDA ratio .7.55 (unions) Area PROVIDED, permanent peak A,,, 77T73,336.fl` OK Area, bottorrof 10ftyegetated shelf, Ab," 77772 5Tfl? Area, sediment deenout top devotion (bell= of pond), Aw 7777777Wff Volumes Volume, temporary pool :3.303 it' OK Volume, permanent pool, Vp-Md 4.616 of" Volume, forebay (am of forebays it more than we tomboy) 77. .896 it$ Forebay % of permanent pool volume 18.6% % OK SAIDA Table Data Design TSS removal —7777Y:l 90 % Coastal SAIDA Table Used? il: (Yort) MountaInIPledmont SAIDA Table Used? N (Y or N) SAIDA ratio 7.55 (unitless) Average depth (used in SAIDA table): Calculation often i used? (See Figure 10-21b) N (Y or N) Volume, permanent pool, Vr,,,,,y„ 4,816 It' Area provided, permanent pool, A.,d 3,336 ftl Average depth calculated -- ' naft OK Average depth used In SAIDA, d., (Round to nearest 0.511) :ft Calculation oplion 2 used? (Sao Figure 10-26) --Y"''-`(Y or N) Area provided, permanent pool, Ar.d 3,336 fle Area, bottom of 1011 vegetated shelf, AwL,,,,, 2.211 e Area, sedment deanoul, top elevation (bottom of pond), A� 66 fe 'Depth' (distance Idw bottom of 10ft shelf and top of sediment) 5.00 It Average depth calculated :3.00 it OK Average depth used in SAIDA, d., (Round to nearest 0.5ft) 3,0 it OK Drawdown Calculations Drawdown through orks? Y :1 (Y or N) Diameter of orillcir (if circular) 1.00 In Area of orillce (If-rion-droular) ... !- In' Coefficient of discharge (CD) 1460 (unions) Driving head (Hal 0.33 it Drawdown through wain —77777 N JY or N) Weir type (unions) Coefficient of discharge (Cr) (unions) Length of weir (L) it Driving head (H) ft Pro -development 1-yr, 24-hr peak flow 1.30 Osec Post -development 1-yr, 24-hr peak Dow 0.02 it"Isec Storage volume discharge rate (through discharge orifice or weir) 0.02 lit'joac Storage volume drawdawn time :2.53 days OK draws down In 2.5 days, Additional Information Vegetated side slopes •3 :1 OK Vegetated shell slope 10 :1 OK Vegetated shelf width 10.0 it OK Length of towpath to width ratio . 4 :1 OK Length to width ratio 1.5 :1 OK Troth mck for overflow A onfoe? ''Y 1 (YorN) OK Freeboard provided ; 1.0 It OK Vegetated filter provided? N (Y or N) OK Recorded drainage easement provided? Y """(Yes N) OK Capures all runoff at ultimate buld-out? Y (YorN) OK Drain mechanism for maintenance or emergencies Is: PUMP Form SW401-WO Dalanow asi,,Re,A-911 7109 Pars I. & 11. Deign S=rrory. Page 2 of 2 Permit No. (to be provided by DWQ) 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. Pagel Plan Irtitlals Sheet No. 1. Plans (1" - 50' or larger) of the entire site shoving: - 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. 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. 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. 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. 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for Forebay, to verify volume provided. 6. A construction sequence that shows how the wet detention basin will be protected from sediment unfit the entire drainage area is stabilized. 7. The supporting calculations. 8. A copy of the signed and notarized operation and maintenance (0&M) agreement. 1e _ 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.9-9117109 R�f - JUL 1 9 2011 Part III. Required Items Checklist, Page 1 of 1 /wr St;t,�r-�. 07-25-'11 09:35 FROM-DENH Wilnington 910-350-2018 T-538 P0007/0008 F-747 ,tale 6tormwater Management Jystems Permit No. SW8110706 The Sneads Ferry Inn Stormwater Permit No. SW8 110706 Onslow County Designer's Certification I, David L. Menius , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the construction of the project, The Sneads Ferry Inn (Project) for The Sneads Ferry lnn, LLC (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: 'rhe cap and screen has become dislodged from the PVC drawdown. The pennittee has been notified. SEAL \11111111/// Signature \��v\�N CAq C3 - ESS ' Registration Number 35677 z �, C3 70ti. 9 Date �z3 /2n 2 Z SEAL . 35677 55 \� . MAR 2 3 2022 a BY: Page 6 of 7 07-25-'1l 09:36 FROM-DENR Wilmington 910-350-2018 T-538 P0008/0008 F-747 z5tate stormwater managemem ziysiems Permit No. SW8 110706 Certification Requirements: X 1. The drainage area to the system contains approximately the permitted acreage. X 2. The drainage area to the system contains no more than the permitted amount of built -upon area. X 3. All the built -upon area associated with the project is graded such that the runoff drains to the system. X 4. All roof drains are located such that the runoff is directed Into the system. X 5. The outlet structure elevations are per the approved plan. X 6. The outlet structure is located per the approved plans. X 7. Trash rack is provided on the outlet structure. X 8. All slopes are grassed with permanent vegetation. X 9. Vegetated slopes are no steeper than 3:1. X 10. The inlets are located per the approved plans and do not cause short-circuiting of the system. X 11. The permitted amounts of surface area and/or volume have been provided. See NOTe 12. Required drawdown devices are correctly sized and located per the approved plans. X 13, All required design depths are provided, X 14. All required parts of the system are provided, such as a vegetated shelf, and a forebay. X 15, The required system dimensions are provided per the approved plans. X 16. All components of the stormwater BMP are located in either recorded common areas, or recorded easements. cc: NCDENR-DWQ Regional Office Onslow County Building Inspections MAR 2 3 2022 Page 7 of 7