Loading...
HomeMy WebLinkAboutSW8020906_HISTORICAL FILE_20110824STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS DOC TYPE El CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMD A NICDENIR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coieen H. Sullins Governor Director August 24, 2011 Chairman, Board of Trustees First Baptist Church of Shallotte 4486 Main Street Shallotte, NC 28470 Subject: PERMIT RENEWAL REQUEST Stormwater Permit No. SW8 020906 First Baptist Church of Shallotte Brunswick County Dear Board of Trustees: Dee Freeman Secretary The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8 020906 to First Baptist Church of Shallotte for a High Density project on November 26, 2002. This permit expires on November 26, 2012. Per 15A NCAC 2H.1003(h) (the stormwater rules), applications for permit renewals shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a processing fee, which is currently set at $505.00. If this is still an active project please complete and submit the enclosed renewal application prior to May 26, 2012, if this project has not been constructed and a permit is no longer needed, please submit a request to have the permit rescinded. if you have sold the project please provide the name, mailing address and phone number of the person or entity that is now responsible for this permit. Enclosed is a form for change of ownership, which should be completed and submitted if the property has changed hands. Your permit requires that upon completion of construction and prior to operation of the permitted stormwater treatment system, a certification of completion be submitted to the Division from an appropriate designer for the type of system installed. This is to certify that the permitted facility has been installed in accordance with the permit, the approved plans, specifications and supporting documentation. If you have not already provided a Designer's Certification to our office, please include a copy with your permit renewal request and processing fee. A copy of the certification form is enclosed for your convenience. You should be aware that failure to provide the Designer's Certification and the operation of a stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and may result in appropriate enforcement action including the assessment of civil penalties of up to $10,000 per day. If you have any questions, please feel free to contact David Cox at (910) 796-7318. Sincerely, r Georgette Scott Stormwater Supervisor GDSldwc S VVQSIStormwater\Perm its & Projects12002 \020906 HD12011 08 req_ren 020906 cc: Wilmington Regional Office File encl. Wilmington Regional Office 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: 910-796-72151 FAX: 910-350-20041 Customer Service: 1.877-623.6748 One Internet: www.ncwaterquailty.org NorthC:u-olina Amirallff An Equal Opportunity 1 Affirmative Action Employer State Stormwater Management Systems Permit No. SW8 020906 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY STATE 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 First Baptist Church of Shallotte First Baptist Church of Shallotte Brunswick County FOR THE construction, operation and maintenance of a wet detention pond in compliance with the provisions of 1 SA NCAC 2H .1000 (hereafter referred to as the "sto"nwater rules') and the approved stormwater management plans and specifications and other supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this permit. This permit shall be effective from the date of issuance until November 26, 2012, and shall be subject to the following specified conditions and limitations: I. DESIGN STANDARDS 1. This permit is effective only with respect to the nature and volume of stormwater described in the application and other supporting data. 2. This stormwater system has been approved for the management of stormwater runoff as described on page 3 of this permit, the Project Data Shect. The stormwater control has been designed to handle the runoff from 158,039 square feet of impervious area. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved plans. 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. The ninoff from all built -upon area within the permitted drainage area of this project must be directed into the permitted stormwater control system. A permit modification must be submitted and approved prior to the construction of additional built -upon area from outside of the approved drainage area. 2 State Stormwater Management Systems Permit No. SW8 020906 DIVISION OF WATER QUALITY PROJECT DESIGN DATA SHEET Project Name. First Baptist Church of Shallotte Permit Number: SW8 020906 Location: Brunswick County Applicant: Mr. Fred Hester, Trustee Mailing Address: First Baptist Church of Shallotte 4510 Main Street Shallotte, NC 28470 Application Date: September 5, 2002 Receiving Stream/River Basin/index #: Lumber / UT Sharron Creek 1 15-25-2-9-(2) Classification of Water Body: "SC HQW" Pond Depth, feet: 5.5 Drainage Area, acres: 10.25 Offsite Area entering Pond, ft2: Total Impervious Surfaces, ft2: Permanent Pool Elevation, FMSL: Pennitted Surface Area, ft2: Permitted Storage Volume, ft3: Temporary Storage Elevation, FMSL: Controlling Orifice: none accounted for, per engineer 158,039 27.5 21,444 @Permanent Pool 35,623 29.0 1.75"cp pipe 3 State Stormwater Management Systems Permit No. SW8 020906 II. SCHEDULE OF COMPLIANCE The stormwater management system shall be constructed in it's 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 pennittee shall at ail times provide the operation and maintenance necessary to assure the permitted stormwater system functions at optimum efficiency. 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. e. Maintenance of all slopes in accordance with approved plans and specifications. f. Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch basins and piping. g. Access to the outlet structure must be available at all times. 4. Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ. The records will indicate the date, activity, name of person performing the work and what actions were taken. Decorative spray fountains will not be allowed in the stormwater treatment system. 6. The facilities shall be constructed as shown on the approved plans. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data. 7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this permitted facility, a certification must be received from an appropriate designer for the system installed certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting documentation. Any deviations from the approved plans and specifications must be noted on the Certification. A modification may be required for those deviations. 8. If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior to operation as a stormwater treatment device, and prior to occupancy of the facility. 9. The permittee shall submit to the Director and shall have received approval for revised plans, specifications, and calculations prior to construction, for any modification to the approved plans, including, but not limited to, those listed below: a. Any revision to any item shown on the approved plans, including the stormwater management measures, built -upon area, details, etc. b. Project name change. C. Transfer of ownership. d. Redesign or addition to the approved amount of built -upon area or to the drainage area. e. Further subdivision, acquisition, or sale of the project area. The project area is defined as all property owned by the permittee, for which Sedimentation and Erosion Control Plan approval or a CAMA Major permit was sought. f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan. 4 State Stormwater Management Systems Permit No. SW8 020906 10. The permittec shall submit final site layout and grading plans for any permitted future areas shown on the approved plans, prior to construction. If the proposed BUA exceeds the amount permitted under this permit, a modification to the permit must be submitted and approved prior to construction. ] 1. 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. 12. Prior to the sale or lease of any portion of the property, the permittee shall notify DWQ and provide the name, mailing address and phone number of the purchaser or leasee. An access/maintenance casement to the stormwater facilities shall be granted in favor of the penmittee if access to the stormwater facilities will be restricted by the sale or lease of any portion of the property. 13. The permittee must maintain compliance with the proposed built -upon area and ensure that the runoff from all the built -upon is directed into the permitted system. 14. 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 permitter 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. 15. The permittee must maintain the current permitted drainage area. No additional runoff from outside of the permitted drainage area of 10.25 acres may enter the permitted stormwater facilities without first applying for and receiving a permit modification. III. GENERAL CONDITIONS This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name change of the Permittee, a formal permit transfer request must be submitted to the Division of Water Quality accompanied by an application fee, documentation from the parties involved, and other supporting materials as may be appropriate. The approval of this request will be considered on its merits and may or may not be approved. The permittee is responsible for compliance with all permit conditions until such time as the Division approves the transfer request. 2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-215.6C. 3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have jurisdiction. 4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement stormwater management systems. 5. The permittee grants DENR Staff permission to enter the property during normal business hours for the purpose of inspecting all components of the permitted stormwater management facility. 6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit modification, revocation and reissuance or termination does not stay any permit condition. State Stormwater Management Systems Permit No. SW8 020906 7. Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual. 8. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit. 9. The permittee shall notify the Division any name, ownership or mailing address changes within 30 days. Permit issued this the 26th day of November, 2002. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION �v Alan W.- Klimek, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission M TRIPP ENGINEERING, P.C. 419 Chestnut Street Wilmington, North Carolina 28401 Phone: (910) 763-5100 • FAX: (910) 763-5631 September 5, 2002 NCDENR Division water Quality 127 Cardinal Drive Wilmington, NC 28405-3845 Attn: Ms. Linda Lewis Re: First Baptist Church of Shallotte Brunswick County, NC TE 00042 Dear Linda: SEP Zao2 Enclosed please find two (2) sets of plans, one (1) signed original and one (1) copy of the application form with narrative, one (1) wet detention basin supplement, two (2) sets of calculations and one check for the application fee. Please review for approval and contact us with any questions or comments. Thank you. Sincerely, Tripp Engineering, P.C. Jenny Alexander JEAAcb Enc. September 5, 2002 Stormwater Narrative First Baptist Church of Shallotte Shallotte, NC TE 00042 The First Baptist Church of Shallotte is a vacant 10.25 acre tract. A church facility with 32,600 sf of building, 124,359 sf of parking and 1,080 sf of concrete sidewalks is proposed. The total site impervious is 35.41 %. Stormwater will be treated by wet detention. The pond is designed to exceed the State's 1" requirement. Outflow will be routed to an unknown tributary of Sharon Creek, classification SC-HQW. 8/28/2002 CDC First Baptist Church of Shallotte Stormwater Calculations 00042 Total Drainage Area sq. ft, acres 446,490 10.25 Impervious Area Land Use sq. ft. acres buildings 32,600 0.75 arkin las halt 124,359 2.85 sidewalks 1.080 0.02 Total 158,039 3.63 Stormwater Calculations: Time of Concentration: Hydraulic Length (L) = 2.100 ft. change in Height (H) = 5 ft. Tc = (L' IH)J" 1 128 28.90 min. Flow for 2 year, 6 hour Storm (Qz): QPRe = (CPRE) x (110) x (Area) 12.97 cfs QPosT = (CposT) x (I10) x (Area) 25,93 cfs Soil Storage Capacity for 2 year Storm: CN = (98)(% imp.) + (60)(1-% imp.) = 74 P = 3.30 in. for2yr, 6 hr storm S = 10001CN - 10 = 3.51 Depth (D)= (P-(0.2)(S)f 1 (P+(0.8)(S)] 1.10 in. Time to Peak Flow: TP = [(43,5) (D) (Area)) I Q2,Pcs-r 18.98 min, Detention Pond Design: Pond Size: Elevation ft, Surface Area s , ft. Normal Pool 27.50 21,444 Flood Pool 29.00 26,053 Top of Bank 31.00 32,791 Bottom of Pool 22.00 3,836 Provided Storage Volume: Vol. _ [(Normal pool SA + Flood Pool SA) 121 x (F.P. elev. - N.P. elev.) 35,623 cu.ft. Yt]E�EIVEY3 SEP 0 5 2002 PROD # �,v8 Z o1OGa % impervious = 0.354 = 35.4% say 36.0% CPRE = 0.25 C+PosT= (% imp.)(.95)+(1-% imp.)(.25) 0.50 12 = 5.06 inlhr 110 = 6.30 inlhr Flow for 10 year, 6 hour Storm (0i0): ()PRE _ (CPRE) X (125) x (Area) = 16.14 cfs QPosT = (CPosT) x (125) x (Area) = 32.29 cfs aou arara e Lapacity ror I u year jrorm: CN = (98)(% imp.) + (60)(1-% imp.) 74 P = 4.82 in. for 10 yr, 6 hr storm S = 10001CN - 10 3,51 Depth (D)= [P-(0.2)(S)j21 [P+(0.8)(S)] 2.22 in. Time to Peak Flow: TP = [(43.5) (D) (Area)] ! 010,P05T 30.68 min. 5•S State Surface Area Requirement at normalpool: Pond side slopes = :1 Depth below N.P. = 6.5 ft. SAIDA m 0. (Chart for 90% TSS Removal for Wet Detention Pond without Ve etative Filter Required SA = (SAIDA) x (Total Drainage Area) = 10,091 s . ft. State Volume Required for Storage of first 1" of runoff: Rv = .05+ .009(% imp) 0.368563 V= (design rainfall)(Rv)(Drainage Area) 13,713 cu. ft. SEAL 17374 1AD '% � •'�'�G1NE�Q�Q . 00042pondN 1 of 3 `�i - -5 - 0z' 8/28/2002 CDC First Baptist Church of Shallotte Stormwater Calculations 00042 Pond Volume: Bottom SA = 3,836 sq. ft. Normal Pool SA = 21,444 sq. ft. Vol. _ [(N.P. SA+ Bottom SA)! 2] x (N.P, el. - Bottom el.) = 69,520 cu. ft. Forebav; Required Volume Vol. = 20% of storage volume = 13,904 cu. ft. Outlet Structure Design: Flow for 2-day drawdown: for 1st 1" of stormwater, Q = Required Vol. / 172,800 sec. (2-days) 0.079 cfs Required Area of Pipe for 2-day drawdown: A= Q! [Cd x SQRT(2 x g x h)] Cd = 0.6 9 = 32.2 ft.ls2 In = (F,P. elev.- N.P, elev.) 12 = 0.75 ft. A = 0.01911 sq. ft. Diameter of Pipe for 2-dav drawdown; DIA. = SQRT[(A x 4) / pi] 0.1557 ft. 1.87 in. 'Use: 1.75 in diameter pipe Outlet Structure Check: Using a 4' x 4' Basin, Perimeter L = 16 ft. Q = CIA C = (°r6 imp.)(.95) + (1-% imp)(25) 0,50 1 = 6.30 in. for a 25 yr. Storm A = 10.25 Acres = 32.29 cfs Q= CwxLxH"S H = [Q 1 (Cw x L)]2m Cw = 3 0.77 ft, Peak elevation = flood pool elevation + H 29.77 ft. Provided Volume Bottom SA = 2,512 sq, ft, Normal Pool SA = 6,720 sq. ft. Vol. _ [(N.P. SA+ Bottom SA) 121 x (N,P. el. - Bottc 13,848 cu. ft. Flow for 5-day drawdown: for 1st 1" of stormwater, Q = Required Vol./ 432,000 sec. (5-days) — 0.032 cfs Required Area of Pipe for 5-day drawdown: A= Q! [Cd x SQRT(2 x g x h)] Cd = 0.6 9 = 32.2 ft.ls2 h = (F.P. elev. - N.P. elev.) 1 2 0.75 ft. A = 0,0076 sq. ft. Diameter of Pipe for 5-day drawdown: DIA. = SQRT[(A x 4) 1 pi] = 0.0985 ft. 1.18 in. 00042pondN 2of3