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HomeMy WebLinkAboutSW8040405_COMPLIANCE_20091215STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE COMPLIANCE EVALUATION INSPECTION DOC DATE C�llUi�ln- 1 � ►lu�r KVJ Afflj NC®ENR North Carolina Department of Environment and Natural Resources Beverly Eaves Perdue Governor December 15, 2009 Division of Water Quality Coleen H. Sullins Director G.S. Placzek, P.E., Technical Director Civil Engineering Unit United States Coast Guard 1240 E. Ninth Street, Rm. 2179 Cleveland, OH 44199-2050 Subject: Projects Not Subject Stormwater Project No. SW8 040405 USCG- Fort Macon Carteret County Dear Mr, Placzek: Dee Freeman Secretary 0�61e The Wilmington Regional Office received a General Permit application on September 28, 2009, to rebuild the wastewater treatment facility. Due to a misinterpretation of the rules, staff required a permit for the wastewater treatment facility and for the two subsequent redevelopment projects. After meeting with the Coast Guard on October 20, 2009, regarding the 3 separate building projects at this site, the WWTF expansion, the Armory foundation, and the Public Works Building Replacement, the Division agrees that the projects are not subject to State Stormwater permitting at this time due to the following: 1. None of the proposed projects is located within the drainage area of the previously approved BMP; 2. None of the projects require a CAMA Major or a Sedimentation Erosion Control Plan; 3. None of the projects exceed 10,000 square feet of new built -upon area. Please keep in mind that this determination applies only to the current proposed activities. Future disturbance or construction of impervious surfaces in excess of 10,000 square feet, or such that either an Erosion and Sedimentation Control Plan or a CAMA Major permit is required, will result in the requirement to submit a Stormwater Management Permit application prior to construction. If you have any questions, please do not hesitate to call Linda Lewis or me at (910) 796-7215. Sincerely, A4�� 0- &,6 �J' Georgette Scott Stormwater Supervisor Division of Water Quality GDSlarl: S:IWQSISTORMWATIEXEMPT120091040405.dec09 CC' Ron Cullipher, Atlantic Beach (_-Linda-LewisLu_-, P.E., Stroud Engineering Building Inspections Wilmington Regional Office 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: 910-796-7215 L FAX: 910-350-20041 Customer Service: 1-877-623-6748 Internet: www.ncwaterquality,org An Equal Opportunity 1 Affirmative Action Employer NorthCarolina Naturally > I m I n GRAVEL AREAS BUILDING AREAS CONCRETE AREAS a•• t%o11.1. as, sU•l9RP, IaaL[ WW0w10r fEwdwt 'JAI a. $1XII, a itu'J"It, L L,. aa.414. r.a.PP Il4n+, a)• nr. 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B2 ftj a43 fig?,p; = z ,3 I c� CIA c15 nn•• a� �•J< a lit L• �` C16�G2 C" GI a ± N � •�j t•cul Ir �� fi3 \ 0 • s 4Rw fY}yt d ow. = l 9 .'.fir �•-�rB crLta C7 LEGEND a a 'Lx �C10 ♦ 1 WE t2 Oct -InT 1182 Y1[a C'9 LIR7 LfA !Lx rx ® raC 1141 tI1Ca ll . C� ; QO kD { rr[ 1369 apt, rCYLY:iO > m n ^'� a n N > xi 2 2 m 2 2 iEp Sf rn C7 A , o O � fi Q Fn to A wu4,N r.�•, P b rn + QR!" �rs7s 7 oi�{o a,�1on alrT� �1 Ell c� v Co a >p Z C) 53 0 nr O c a nxo� _ o p gl [b r�r y t'j _ v ` z APPROVED' NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION DIVISION OF WATER QUALITY I S - 0 EFC- zax�/ �Jhq MOFFATT & NICHOL November 22, 2004 NC Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Attn. Ms. Linda Lewis RE: Information Requested Pertaining to Stormwater Management Permit 9SW8040405 for United States Coast Guard Group - Fort Macon Dear Ms. Lewis; 1616 East Millbrook Road Suite 160 Raleigh, North Carolina 27609 (919)781-4626 Fax (919) 781-4869 I was disappointed to learn that the Fax sent to you on October e 2004 regarding the vegetated Swale was lost. I have attached a copy of the Fax and the information submitted along with full-size plan sheets where the details can be found of the items requested concerning the vegetated swale. Please note that the site plan on Sheet C l indicates a 36 ft. wide spillway and note 6 on that sheet requires all disturbed areas to be sodded. Section CI on Sheet 7 that indicates the spillway length is a minimum of 86 ft which exceeds the required 50 feet and that it is sodded. These items should cover the additional information requested. I will fax this letter and the previous information faxed on October 8"', 2004 and FedEx the noted documents so that you will receive them on November 23, 2004. Any effort you make to expedite the approval of this permit would be appreciated and would allow the USCG to begin the construction of the project to begin treating the stormwater runoff from their site. Should you have any questions during your review of these items, please contact me at 919-781-4626. Sincerely, MOFFATT R NICHOL V �r Tim Reid, P.E. Project Engineer cc: Greg Lodge (USCG) Rick Shiver (DWQ-Wilmington) Additional Sµ'Permit FortAfacon-Info Sub l I-22-04,ltr D] NOV 2 3 2004 f BY: f •1 INFILTRATION BASIN ANALYSIS FILENAME: G:IDATAIWPDATAIWQSIINBASIN1040405.WK1 PROJECT NUMBER: 040405 DATE: 27-Jun-04 PROJECT NAME: Fort Macon ANT Building Replacement DRAINAGE BASIN: White Oak REVIEWER: L. Lewis RECEIVING STREAM: Bogue Sound CLASS: SA Index No.: wCkD3 20-Z&-(-35) If ORW, is site within the 575' AEC? SITE AREA 27 acres DRAINAGE AREA:23{ IMPERVIOUS AREA CALCULATION BUILDINGS PARKING/ASPHALT CONCRETE OTHER TOTAL Rational C 22651 62291 8276 8712 SURFACE AREAS AND ELEVATIONS IN THE STORAGE FACILITY 1 1 1 1 C :a3.57' Elev. (ft) Area, sq ft Inc. Volume BOTTOM 3 16373 TOP 4 18225 17299 SURFACE AREA IN VOLLEYBALUINFILTRATION AREA bottom elev = 6.7 Loading rate=12861/ (5x24)= 107.18 cf/hr= 13.36 gpm Required SA=107 / 20 *12 = 64.31 sf Provided Surface area = 30 x 65 = 1950 sf Provided pump rate = 175 gpm VOLUME / DEPTH / DRAWDOWN CALCULATION DESIGN STORM, INCHES DESIGN VOLUME TOTAL VOLUME AVAILABLE DEPTH OF RUNOFF TIME TO DRAWDOWN 10 YEAR 10 MIN HIGH INTENSITY EVENT Intensity, i = 6.3 inches / hour Volume for 10 yr. 10 min. event = CUBIC FEET CUBIC FEET FEET HOURS 10946.85 CF < COMMENTS Volume and drawdown are within Design Requirements. MUST BE <120 SF 17299 CF November 19, 2004 NC Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Attn. Ms. Linda Lewis RE: Status of Stormwater Management Permit #SW8040405 for United States Coast Guard Group - Fort Macon Dear Ms. Lewis; hj[)q MOFFATT & NICHOL UTC VEIL NUV 2004 BY: Our firm submitted an application for the US Coast Guard Group — Fort Macon to construct a project to begin the treatment of stormwater for the station that was received by the Division of Water Quality on April 2, 2004. Please note that this facility was constructed prior to the initiation of stormwater treatment regulations and that no runoff from this site is currently treated in any fashion. Our client would like to begin construction of this system and requested we ascertain what the status of the stormwater permit is for this project. Following is a timeline of the information submitted to DWQ pertaining to the project: April 2, 2004 Permit application received by DWQ June 28, 2004 DWQ requests additional information July 5 - 19, 2004 Requested DWQ clarification on additional information requested ,lulu 20, 2004 Submitted additional information to DWQ October 8, 2004 Received Fax from DWQ requesting information on vegetated spillway October 8,2004 Submitted information via Fax on vegetated spillway (directed reviewer to detail on plans indicating sod requirements for spillway). It has been over 120 days since the submission of the additional data on July 20, 2004. Since our client is extremely interested in aettina this stormwater project underway, please let us know if any additional information is required that will help DWQ in their review of the permit package. Should you have any questions during your review of these items, please contact me at 919-781-4626. Sincerely, ` MO� FFATT & NICHO Tim Reid, P.E. Project Engineer cc: Greg Lodge (USCG) Rick Shiver (DWQ-Wilmington) SWPermitFortMacon-Status 11-19-04.1t� 1616 East Millbrook Road, Suite 160, Raleigh, North Carolina 27609 (919) 781-4626 Fax (919) 781-4869