The URL can be used to link to this page

Home My WebLink AboutSW8910805_CURRENT PERMIT_20220613 (2)STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. I SW8 q I D S a 6 DOC TYPE I IVI CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2022 0 6 13 YYYYMMDD ROY COOPER Govmrar ELIZABETH S. BISER BRIAN WRENN Director June 13'", 2022 Seaside United Methodist Church Attn: Lindell A Bradley, Chair of Trustees 1300 Seaside Rd. SW Sunset Beach, NC 28468 NORTH CAROLINA Ene4rwrmental Quaaty Subject: Permit Renewal Post -Construction Stormwater Management Permit No. SW8 910865 Seaside United Methodist Church Brunswick County Dear Mr. Bradley: The Division of Energy, Mineral and Land Resources received a complete 8-year Permit Renewal Application for the subject permit on June 10'", 2022. The Division is hereby notifying you that permit SW8 910805 has been renewed, updated, and re -issued on June 13'", 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 stomtwater permit does not imply that the site is currently in compliance. This permit shall be effective until September 6'", 2027 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, NC 27699-6714, or via telephone at 919-431-3000, or visit their website atwww.NCOAH.com. Unless such demands are made this permit shall be final and binding. This project will be kept on file at the Wilmington Regional Office. If you have any questions concerning this permit, please contact Dylan McPeake in the Wilmington Regional Office at (910) 796-7215 or dylan.mcpeake@ncdenr.gov. Sincerely, lJ1u VJQ 3 Brian Wrenn, Director Division of Energy, Mineral and Land Resources Enclosures: Attachment B — Impervious History Attachment C — Permitting History Renewal Application Documents Copy of the current operation and maintenance agreement DESIDM: %StormwateAPermits & Projects\ 1991\910805 HD\2022 06 permit 910805 cc: Wilmington Regional Office Stormwater File D NR OV& North Carolina Department of Envlronmemal Qiaaty I Division of Energy. Mineral and Lard Resources Wilmingtan Regional Office 1 127 Cardinal Drive Extension 1 Wilmington. North Carolina 28405 ^"�� 910.7%.7215 Post -Construction Stormwater Management Permit No. SW8 910805 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF ENERGY, MINERAL AND LAND RESOURCES POST -CONSTRUCTION STORMWATER MANAGEMENT PERMIT HIGH DENSITY DEVELOPMENT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO Seaside United Methodist Church Seaside United Methodist Church 1300 Seaside Road SW, Sunset Beach, Brunswick County FOR THE construction, operation and maintenance of an infiltration basin in compliance with the provisions of 15A NCAC 2H .1000, effective September 1, 1995 (hereafter 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 September 6t', 2027 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 1.6 and 1.7 of this permit. The stormwater controls have been designed to handle the runoff from 164,534 square feet of impervious area. This basins and pond must each be operated with a 50 ft vegetated filter. Page 1 of 7 Post -Construction Stormwater Management Permit No. SW8 910805 3. The tract will be limited to the amount of built -upon area indicated in this permit, per approved plans, and in Attachment B. 4. All stormwater collection and treatment systems must be located in either dedicated common areas or recorded easements. The final plats for the project will be recorded showing all such required easements, in accordance with the approved plans. 5. The runoff from all built -upon area within the permitted drainage area of this project must be directed into the permitted stormwater control system. 6. The following design criteria have been permitted for the infiltration basins and must be maintained at design condition: Units Infittra"n,Basin 1 Infiltration Basin 2 Drainage Area Onsite Off -Site Acres ft2 ft2 0.21 8,996 0 1.34 58,167 0 Total Impervious Surfaces ft2 2,812 45,740 Design Storm inches 1.5 1.5 Basin Depth feet 0.5 0.9 Bottom Elevation FMSL 30.0 26.5 Bottom Surface Area ft2 1,416 5,339 Bypass Weir Elevation FMSL 30.5 27.4 Permitted Storage Volume ft3 809 5,546 Type of Soil Murville Murville Expected Infiltration Rate in/hr 12 12 Seasonal High Water Table FMSL 28.0 24.4 Time to Draw Down hours 0.3 1.0 Receiving Stream Calabash River Calabash River River Basin Lumber Lumber Stream Index Number i' 15-25-13 15-25-13 Classification of Water Body SA;HQW SA;HQW Page 2 of 7 Post -Construction Stormwater Management Permit No. SW8 910805 The following design criteria have been permitted for the wet detention pond and must be maintained at design condition: iUnits �# et"tentidiiftiid Drainage Area Onsite Off -Site Acres ft2 ft2 2.78 121,000 0 Total Impervious Surfaces Buildings Parking Sidewalks Future ft2 115,982 37,362 78,620 0 0 Design Storm inches 1 Units feet Wet Det�rtion Pond 5 Pond Depth Permanent Pool Elevation FMSL 24.0 Permanent Pool Surface Area ft2 3,585 Permitted Storage Volume ft3 14,578 Temporary Storage Elevation FMSL 26.5 Controlling Orifice 0 pipe 1 Receiving Stream t Calabash River River Basin Lumber Stream Index Number 15-25-13 Classification of Water Body SA:HQW 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 the design condition. The approved Operation and Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited to: a. Semiannual scheduled inspections (every 6 months). b. Sediment removal. C. Mowing and revegetation of slopes and the vegetated filter. d. Immediate repair of eroded areas. Page 3 of 7 Post -Construction Stormwater Management Permit No. SW8 910805 Maintenance of all slopes in accordance with approved plans and specifications. For the infiltration basins, debris removal and unclogging of bypass structure, infiltration media, flow spreader, catch basins, piping and vegetated filter. A clear access path to the bypass structure of the infiltration basins must be available at all times. For the wet detention pond, debris removal and unclogging of the outlet structure, orifice device, flow spreader, catch basins, piping and vegetated filter. A clear access path to the outlet structure of the wet detention pond 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. 6. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this permitted facility, the permittee shall cause a certification from an appropriate designer for the system installed to be submitted, certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting documentation. Any deviations from the approved plans and specifications must be noted on the Certification. A modification may be required for those deviations. 7. If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior to operation as a stormwater treatment device, and prior to occupancy of the facility. 8. Access to the stormwater facilities shall be maintained via appropriate easements at all times. 9. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of ten years from the date of the completion of construction. 10. 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. 11. Decorative spray fountains are allowed in the pond, subject to the following criteria: a. The minimum permanent pool volume is 30,000 cubic feet. b. The fountain must draw its water from less than 2' below the permanent pool surface. C. Separated units, where the nozzle, pump and intake are connected by tubing, may be used only if they draw water from the surface in the deepest part of the pond. d. The fountain may not be placed into the forebay. e. The falling water from the fountain must be centered in the main pond, away from the shoreline. f. The maximum horsepower for a fountain in this pond is 1/8 horsepower. Page 4 of 7 Post -Construction Stormwater Management Permit No. SW8 910805 12. Decorative spray fountains will not be allowed in the stormwater treatment system, as the permanent pool volume is less than 30,000 cubic feet. 13. Decorative spray fountains will be allowed in the stormwater treatment system if calculations are provided documenting the permeant pool volume is greater than 30,000 cubic feet. 14. 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. Ill. GENERAL CONDITIONS 1. 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. Page 5 of 7 Post -Construction Stormwater Management Permit No. SW8 910805 a. TRANSFER REQUEST. The transfer request must include the appropriate application, documentation and the processing fee as outlined in 15A NCAC 02H.1045(2). This request must be submitted within 90 days of the permit holder meeting one or more of the following: i. A natural person who is deceased; ii. A partnership, limited liability corporation, corporation, or any other business association that has been dissolved; iii. A person or entity who has been lawfully and finally divested of title to the property on which the permitted activity is occurring or will occur through foreclosure, bankruptcy, or other legal proceeding. iv. A person or entity who has sold the property, in whole or in part, on which the permitted activity is occurring or will occur; V. The assignment of declarant rights to another individual or entity; vi. The sale or conveyance of the common areas to a Homeowner's or Property Owner's Association, subject to the requirements of NCGS 143-214.7(c2); b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection will be conducted by Division personnel to ensure the permit conditions have been met and that the project and the on -site stormwater system complies with the permit conditions. Records of maintenance activities performed to date may be requested. Projects not in compliance with the permit will not be transferred until all permit and/or general statute conditions are met. 5. COMPLIANCE. The permittee is responsible for compliance with the terms and conditions of this permit until the Division approves the transfer request. a. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans, application, supplement, operation and maintenance agreement, all applicable recorded documents, and specifications shall be maintained on file by the permittee at all times. b. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property during normal business hours to inspect all components of the permitted project. c. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions of a stormwater management permit or the requirements of the stormwater rules is subject to enforcement procedures as set forth in NCGS 143 Article 21. d. ANNUAL CERTIFICATION. The permittee shall electronically submit to the Division an annual certification completed by either the permittee or their designee confirming the projects conformance with permit conditions e. OBTAINING COMPLIANCE. The Director may notify the permittee when the permitted site does not meet one or more of the minimum requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies of modified plans and certification in writing to the Director that the changes have been made. f. OTHER PERMITS. The issuance of this permit does not preclude the permittee from complying with and obtaining any other permits or approvals that are required for this development to take place, as required by any statutes, rules, regulations, or ordinances, which may be imposed by any other Local, State or Federal government agency having jurisdiction. Any activities undertaken at this site that cause a water quality violation or undertaken prior to receipt of the necessary permits or approvals to do so are considered violations of NCGS 143- 215.1, and subject to enforcement procedures pursuant to NCGS 143-215.6. Page 6 of 7 Post -Construction Stormwater Management Permit No. SW8 910805 Permit renewed, updated and reissued this the 131' day of June, 2022. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION _�Y7 bnan Wrenn irector Division of Energy, Mineral and Land Resources By Authority of the Environmental Management Commission Page 7 of 7 Post -Construction Stormwater Management Permit No. SW8 910805 Attachment B — Impervious History Infiltration Basin 1 (Drainage Area 1) Infiltration Basin 2 (Drainage Area 2) Wet Pond (Drainage Area 3) Permit 9/8/05 Permit 4/13/18 Permit 9/8/05 Permit 4/13/18 Permit 9/8/OS Permit 4/13/18 Drainage Area 0.21 0.21 1.32 1.34 2.78 2.78 8,996 8,996 57,584 58,167 121,000 121,000 Onsite 8,996 8,996 57,584 58,167 121,000 121,000 Offsite 0 0 0 0 0 0 Total Impervious: 2,812 2,812 45,740 45,740 115,982 115,982 Onsite Buildings 0 0 17,362 17,362 37,362 37,362 Onsite Streets 0 0 0 0 0 0 Onsite Parking 2,700 2,700 0 0 78,620 78,620 Onsite Sidewalks 112 112 2,148 3,770 0 0 Future 0 0 26,230 24,608 0 0 Offsite 0 0 0 0 0 0 Page 1 of 7 ac sf sf sf sf sf sf sf sf sf sf Attachment C - Permitting History Permit No. SW8 910805 Approval Date Permit Action BIMS Version Description of the Changes 2/5/1992 Original Approval 1.0 9/8/2005 Modification 1.1 Expires on 9/6/2015 4/13/2018 Modification + Extension 12 Expires on 9/6/2019 6/13/2022 Renewal 2.0 Expires on 9/6/2027 Attachment C - Permitting History Permit No. SW8 910805 Approval Date Permit Action BIMS Version Description of the Changes 2/5/1992 Original Approval 1.0 9/8/2005 Modification 1.1 Expires on 9/6/2015 4/13/2018 Modification + Extension 1.2 Expires on 9/6/2019 6/13/2022 Renewal 2.0 Expires on 9/6/2027 Permit No. sUV�R 0 1 D?lI✓iI1td (to be provided by DWQ) State of North Carolina Department of Environment and Natural Resources n Division of Water Quality STORMWATER MANAGEMENT PERMIT APPLICATION FORM��f/I3(l8 INFILTRATION BASIN SUPPLEMENT This form may be photocopied for use as an original DWO Stormwater Management Plan Review: A complete stormwater management plan submittal includes a stormwater management permit application, an infiltration basin supplement for each system, design calculations, soils report and plans and specifications showing all stonnwater conveyances and system details. PROJECT INFORMATION Project Name : SVni feC( n%A,401" C 7X,, t Contact Person: ��, �ps„'(( .1 Pj5 Phone Number: (3/0) 79/— 4,4(l This worksheet applies to: Basin No. 1 in Drainage Area (as identified on plans) (from Form SWO-101) 11. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be based upon an actual field investigation and soil borings. County soil maps are not an acceptable source of soils information. All elevations shall be in feet mean sea level (fmsl). Soils Report Summary Soil Type Infiltration Rate SH WT Elevation Basin Design Parameters Design Storm Design Volume Drawdown Time Basin Dimensions Basin Size Basin Volume Provided Basin Elevations Bottom Elevation Storage Elevation Top Elevation r vi Z h D m/hr r cf/hr/sf (circle appropriate units) ZB. O ftnsl (Seasonal High Water Table elevation) 1-5— Inch (1.5 inch event for SA waters, 1 inch event for others) 373 c.f. D, D I days 5-7 S ft. x O ft. _ �j ¢l 6 sq. ft. (bottom dimensions) 80J c.f. 30.0 fmsl 3D. S finsl 31,0 fmsl Form SWU-103 Rev 3.99 Page I of 3 Ill. REQUIRED ITEMS CHECKLIST The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate that the following design requirements have been met and supporting documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent may initial below. Attach justification if a requirement has not been met. Applicants Initials //. L', a. System is located 50 feet from class SA waters and 30 feet from other surface waters. ,qP, , b. System is located at least 100 feet from water supply wells. 1J, %271 c. Bottom of system is at least 2 feet above the seasonal high water table. 10Z . d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon. I#- Ir I e. System is not sited on or in fill material or DWQ approval has been obtained. TD 13'E f. System is located in a recorded drainage easement for the purposes of operation and ,Ql./NTFD maintenance and has recorded access easements to the nearest public right-of-way. g. Drainage area for the device is less than 5 acres. h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is attached. /F.�. i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for areas draining to SA waters I. Design volume and infiltration calculations attached. /L", j. System is sized to take into account the runoff at the ultimate built -out potential from all surfaces draining to the system, including any off -site drainage. Calculations attached. /�.tg, k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V). I. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or sediment trap is provided. 2. in. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or dense vegetative cover is provided. J!R , n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum length is 50 feet for SA waters, 30 feet for other waters). o. Flow distribution mechanism within the basin is provided. ,IC p. A benchmark is provided to determine the sediment accumulation in the pretreatment device. q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided). h}.Q • r. System is designed to draw down the design storage volume to the proposed bottom elevation under seasonal high water conditions within five days. A soils report and all pertinent draw -down calculations are attached. �l .2 s. Plans ensure that the installed system will meet design specifications (constructed or restored) upon initial operation once the project is complete and the entire drainage area is stabilized. Fonn SWU-103 Rev 3.99 Page 2 of 3 IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT I. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion, trash accumulation, vegetative cover, and general condition. 2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow vegetated cover to maintain a maximum height of six inches, and remove trash as needed. 3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow structures for blockage and deterioration. Remove any blockage and repair the structure to approved design specifications. 4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the original design depth without over -excavating. Over -excavating may cause the required water table separation to be reduced and may compromise the ability of the system to perform as designed. Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.). A benchmark shall be established in the pretreatment unit. The benchmark will document the original design depth so that accurate sediment accumulation readings can be taken. The measuring device used to determine the depth at the benchmark shall be such that it will give an accurate depth reading and not readily penetrate into accumulated sediments. When the design depth reads 1. i feet in the pretreatment unit, the sediment shall be removed from both the pretreatment unit and the infiltration basin. 5. If the Division determines that the system is failing, the system will immediately be repaired to original design specifications. If the system cannot be repaired to perform its design function, other stormwater control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed. I acknowledge and agree by my signature below that I am responsible for the performance of the five maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes 19,Asystehu in or or party. M ZS <\tm ti ZOO l36 PmqvmT L Note: The legally resp\rtjtsible party should not be a homeowners association unless more than 50% of the lots have been sold and a �r�elsidem of dte I' diviission has been named the president. hS T�I I-eg_V� M • I�YtHi_ , a Notary Public, for th��)$tate of , County of do hereby certify that TQ�� c w K-.tls $QL I personally appeared before me this day of 05b , and acknowledge the due execution of the forgoing infiltration basin maintenance requirements. Witness my hand and official seal, SEAL IMUTIRM M. NOTr My commission expires �J Form SWU-103 Rev 3.99 Page 3 of 3 1 - 1 .'k11.YTk.1f�'J � Pe1rm�No. �i 616bs (Nook (to be provided by DWQ) State of North Carolina Department of Environment and Natural Resources Division of Water Quality STORMWATER MANAGEMENT PERMIT APPLICATION FORM lbf La �1/i3(rd INFILTRATION BASIN SUPPLEMENT This form may be photocopied for use as an original DWO Stormwater Management Plan Review: A complete stonnwater management plan submittal includes a Stormwater management permit application, an infiltration basin supplement for each system, design calculations, soils report and plans and specifications showing all stormwater conveyances and system details. 1. PRO.IECT INFORMATI//ON / ,y Project Name : .7('ancfe- i lwln"("/ i sG ZU7,' tLlture4 Contact Person: &W'ar2d 17kw1i[, Pe Phone Number. (9/0) 711W-�ld� This worksheet applies to: Basin No. Z in Drainage Area 0— (as identified on plans) (from Form SNU-101) II. DESIGN INFORMATION -Attach supporting calculations/documentation. The soils report must be based upon an actual field investigation and soil borings. County soil maps are not an acceptable source of soils information. All elevations shall be in feet mean sea level (fmsl). Soils Report Summary Soil Type Infiltration Rate SHWT Elevation Basin Design Parameters Design Storm Design Volume Drawdown Time Basin Dimensions Basin Size Basin Volume Provided Basin Elevations Bottom Elevation Storage Elevation Top Elevation gur y; [(!;c— V to/h cf/Itr/sf (circle appropriate units) Z4. '�- fmsl (Seasonal High Water Table elevation) Inch (1.5 inch event jar SA waters, I inch event jar others) S, S46 a.f 0,O¢ days % 16 74 U ft. x ± 3 Z.d ft. = S, 33.9 sq. ft. (bottom dimensions) Z 6L 1 c.f. Z6. S fmsl Z7. d� fmsl ZB, D finsl Forth SWU-103 Rev 3.99 Page I of 3 RECEIVED AUG 18 2005 BY: III. REQUIRED ITEMS CHECKLIST The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate that the following design requirements have been met and supporting documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit Application Fonn, the agent may initial below. Attach justification if a requirement has not been met. Applicants Initials Ale. a. System is located 50 feet from class SA waters and 30 feet from other surface waters H,IC, b. System is located at least 100 feet from water supply wells. _lt,_ c. Bottom of system is at least 2 feet above the seasonal high water table. AK, d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon. µ,R, e. System is not sited on or in fill material or DWQ approval has been obtained. TO 43a f. System is located in a recorded drainage easement for the purposes of operation and PLNr1,15-17 maintenance and has recorded access easements to the nearest public right-of-way. k,I?. g. Drainage area for the device is less than 5 acres. AIX. h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is attached. Atli, i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for areas draining to SA waters ). Design volume and infiltration calculations attached. j. System is sized to take into account the runoff at the ultimate built -out potential from all surfaces draining to the system, including any off -site drainage. Calculations attached. /i (2, k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V). Ak 1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed Swale or sediment trap is provided. _ m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or dense vegetative cover is provided. n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum length is 50 feet for SA waters, 30 feet for other waters). o. Flow distribution mechanism within the basin is provided. �•. p. A benchmark is provided to determine the sediment accumulation in the pretreatment device. �% q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided). r. System is designed to draw down the design storage volume to the proposed bottom elevation under seasonal high water conditions within five days. A soils report and all pertinent draw -down calculations are attached. s. Plans ensure that the installed system will meet design specifications (constructed or restored) upon initial operation once the project is complete and the entire drainage area is stabilized. Forn SWU-103 Rev 3.99 Page 2 of 3 IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT I. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion, trash accumulation, vegetative cover, and general condition. 2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow vegetated cover to maintain a maximum height of six inches, and remove trash as needed. 3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow structures for blockage and deterioration. Remove any blockage and repair the structure to approved design specifications. 4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the original design depth without over -excavating. Over -excavating may cause the required water table separation to be reduced and may compromise the ability of the system to perform as designed. Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.). A benchmark shall be established in the pretreatment unit. The benchmark will document the original design depth so that accurate sediment accumulation readings can be taken. The measuring device used to determine the depth at the benchmark shall be such that it will give an accurate depth reading and not readily penetrate into accumulated sediments. When the design depth reads I, feet in the pretreatment unit, the sediment shall be removed from both the pretreatment unit and the infiltration basin. If the Division determines that the system is failing, the system will immediately be repaired to original design specifications. If the system cannot be repaired to perform its design function, other stormwater control devices as allowed by NCAC 21-1 .1000 must be designed, approved and constructed. 1 acknowledge and agree by my signature below that I am responsible for the performance of the five maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changesjo-the system or responsible party. Name pnd t Itle: oD l �It I�uS�Gt t_, l Ilp,t24s-Oc,4AN(TdAFCf Y)U1t.DIIY( UM1Q1_M zS .NUL�I 2tx�s Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been .cold and a resident at the subdivision has been named the president. 1 I, ±" \ 1 eto Q M - V , a Notary nPublic for the late of 'y C. , County of 1, do hereby certify that7� CY,..I w • , U C�personally appeared before me this ZS I= day of �, and acknowledge the due execution of the forgoing infiltration basin maintenance requirements. Witness �a hunt and official seat, vnc i- a n SEA My commission expires 3— V — L,C Form SWU-103 Rev 3.99 Page 3 of 3 � • � • � 1 � 1 / �l �x �. J!t Y'Y7hiYJ:� �i'D'n`3a 'Q OPpS� siigc3 nci__�r;r�ia'? �; Permit No. 50ts5 I Og DS (to be provided by DWQ) State of North Carolina Department of Environment and Natural Resources Division of Water Quality STORMWATER MANAGEMENT PERMIT APPLICATION FORM 1`CPP c{Y�t I�CsO HA 3183 WET DETENTION BASIN SUPPLEMENT This form may be photocopied for use as an original DWO Stonnwater Management Plan Review: A complete stormwater management plan submittal includes an application form, a wet detention basin supplement for each basin, design calculations, and plans and specifications showing all basin and outlet structure details. 1. PROJECTINFORMATION Project Name: Contact Person: For projects with multiple basins, specify which basin this worksheet applies to elevations Basin Bottom Elevation 19.0 ft. (floor of the Basin) Permanent Pool Iaevation Z4.0 ft. (elevation of the orifice) Temporary Pool Elevation Z6. �— ft. (elevation of the discharge structure overflow) areas Permanent Pool Surface Area 3 SS f sq. ft. (water smfface area at the orifice elevation) Drainage Area It -It 000,5 f- er Z A? ac. (on -site and off -site drainage to the basin) Impervious Area l l S,98L,!A or-Z,6C ac. (on -site and off -site drainage to the basin) volumes Permanent Pool Volume 04 kAcwo, cu. ft. (combined volione of main basin and forebay) Temporary Pool Volume lf4, 5`78 cu. ft. (volume detained above the permanent pool) Forebay Volume N114- cu. ft. (approximately 20% of total volume) Otter parameters SA/DA I IJ e✓f �?&M,l ,,1urface area to drainage area ratio from DWQ table) Diameter of Orifice 1,17 n. (72 to 5 day temporary pool draw -down required) Design Rainfall /•U in. Design TSS Removal 2 B S % (minimum 85% required) Form SWU-102 Rev3.99 Page 1 of 4 Footnotes: When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non- standard table entries. 2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide 90%'rSS removal. The NCDENR 13MP manual provides design tables for both 85%TSS removal and 90%TSS removal. 11. REQUIRED ITEMS CHECKLIST The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A NCAC 21-1 .1008. Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent may initial below. If a requirement has not been met, attach justification. Applicants Initials g . a. A/A- b. C. d. e. ( g. h. 44 i. 0L.— j. K (Z k. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet). The forebay volume is approximately equal to 20% of the basin volume. The temporary pool controls runoff from the design storm event. The temporary pool draws down in 2 to 5 clays. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations) The basin length to width ratio is greater than 3:1. The basin side slopes above the permanent pool are no steeper than 3:1. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail). Vegetative cover above the permanent pool elevation is specified. A trash rack or similar device is provided for both the overflow and orifice. A recorded drainage easement is provided for each basin including access to nearest right- of-way. I. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified prior to use as a wet detention basin. In. A mechanism is specified which will drain the � basin for maintenance or an emergency. Poo t,Oe_ ra, y �fo be. Pro . ie(ee,( ;� c zse T' oe. erJr��l Ill. WET DEI'EN'TION BASIN OPERATION AND MAINTENANCE AGREEMENT 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) oes 0 does not incorporate a vegetated filter at the outlet. This system (check one) Ndoes 0 does not t`�corporate pretreatment other than a forebay. �Cccf-G� Masi^f/ Form SWU-102 Rev 3.99 Page 2 of 4 Maintenance activities shall be performed as follows: After every significant runoff producing rainfall event and at least monthly: a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, vegetated cover, and general condition. b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2 to 5 days as designed. 2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover to maintain a maximum height of six inches, and remove trash as needed. 3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain proper functioning. 4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e. stockpiling near a wet detention basin or stream, etc.). The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not readily penetrate into accumulated sediments. When the permanent pool depth reads A Z'V- feet in the main pond, the sediment shall be removed. When the permanent pool depth reads J— it feet in the forebay, the sediment shall be removed. BASIN DIAGRAM (fill in the blankv) N' Permanent Pool Elevation ZQ• O Sediment Ren oval ----- Sediment Removal Elevation D,ZS Bottom lilc alion %----------------------------- —------------- 75/0 Bottom Elevation 1 � 0 25% FORERAY MAIN POND 5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These plants shall be encouraged to grow along the vegetated shelf and forebay berm. 6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the emergency drain shall be minimized to the maximum extent practical. Form SWU-102 Rev 3.99 Page 3 of 7.', . All components of the wet detention basin system shall be maintained in good working order. I acknowledge and agree by my signature below that I am responsible for the performance of the seven 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. Print name: 3W- 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, 64,e,oSAP-A Z- i' o.J a Notary Public for the State of NogTr1 CAeoj-04A , County of Pi2K N sr+t c L do hereby certify that T,Nh d 2u SSE A-` personally appeared before me this a -la day of A to e.�. u s T 'A00.r, and acknowledge the due execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal, OFFICIAL SEAL Nolery Vuouc Norm Grolln� BRUNSWICK COUNTY BARBARA LIPTON anr+r.. My commission expires a - /9 - 0V Form SWU-102 Rev 3.99 Page 4 of 4 .. .. ..i'F'�.} ..�..,.. ,: .. ,. .. :: i� - .. i. DEMLR USE ONLY Date Received Fee Paid Permit Number h to 02 \ O V6 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 910805 2. Project name: Seaside UMC Stormwater Permit Renewal Request 3. Project street address: 1300 Seaside Road SW City: Sunset Beach NC County: Brunswick ZIP: 28468 4. What, if any, changes have been made to the project as permitted? No changes 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://deq nc gov/abouUdivisions/energy- mineral-land-resources/energv-mineral-land-rules/stormwater-program/post-construction. B. PERMITTEE INFORMATION If changes to the permittee orproject name have been made, please complete either the Permit Update form or the Permit Transfer form available at: https //deq nc gov/abouUdivisions/energv-mineral-land- rccni vrccrnnornv-mineral-land-rings/stnrmwater-nroaram/host-construction. State Stormwater Permits do not automatically transfer with the sale of the property. 1. Current Permit Holder's Company Name/Organization: Seaside United Methodist Church 2. Signing Official's Name: Lindell A Bradley 3. Signing Official's Title: Chair of Trustees 4. Mailing Address: 1300 Seaside Rd. SW City: Sunset Beach State: NC ZIP: 28468 5. Street Address: City: State: ZIP: 6. Phone: (7� 216-9690 Email: lin bradlevCa?att.net EGF-1VQ JUN 10 2022 Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018 �. i � � � I. i � ' ' i �.. a ��i I t .. .. i. i � � A...,,V w v '�� yp t i'�'+ _ / � 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. Ini 1 ch 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 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 06 1 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, 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). https:/Afvww.sosnc.gov/online services/search/by title/ Business Registration TYGE,V�- Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018 D. PERMITTEE'S CERTI/FFICATION I, L /Ale L /�y.� L�, the person legally responsible for the permit, certify that I have a copy of the Permit and O&M Agreement o 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 owners ' II i a ' pr Ided o i permit renewal applica 'on is, to the best of my knowledge, correct and mpl t Signature: Date: NOTARIZATION I, 04t,7 (e= -, a -Ib milason , a Notary Public for the State of /V C, , County of By-u vt sw 1 C1-- , do hereby certify that L 1»d e 11 73ra d/c v personally appeared before me this the �41-;, day of Jup? e— , 20 22 , and acknowledge the due execution of the forgoing instrument. Witness my hand and official seal, KATHLEEN P THOMPSON NJJ Notary Public, North Carolina Brunswick County My Commission Expires Februa y 15, 2023 Notary Signature: My commission expires J • l5 - Ja(;EJ\1E JUN 10 2022 Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018 State Stormwater Management Systems Permit No. SW8 910805mod Seaside United Methodist Church Stormwater Permit No. SW8 910805 Modification Brunswick County Designer's Certification I, �wa2t rZer,,; as a duly registered t� in the State of North Carolina, having been authorized to obseryperiodical) we kly/ full time) the construction of the project, (Project) for T6d 72Kf �( oe5-407y— e1�(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 specification: Signature Registration zs483 Date NOV 0 g ZUUy BY: Page 7 of 8 r % u State Stormwater Management Systems Permit No. SW8 910805mod 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. kU The bypass structure weir elevation is per the approved plan. #tie, 6. The bypass structure is located per the approved plans. ,,Ag, 7. A Trash Rack is provided on the bypass structure. _&L8. All slopes are grassed with permanent vegetation. _L9. Vegetated slopes are no steeper than 3:1. RiIt. 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. 14. 12. All required design depths are provided. A4 13. All required parts of the system are provided. *A14. The required system dimensions are provided per the approved plans. cc: NCDENR-DWQ Regional Office Delaney Aycock, Brunswick County Building Inspections Page 8 of 8