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Home My WebLink AboutSW7090711_HISTORICAL FILE_20210520STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW: �D, , DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD ROY COOPER Governor DIONNE DELLI-GATT] Secretary BRIAN WRENN Director NORTH CAROLINA Environmental Quality May 20, 2021 Mr. Charles E. Schulz, Deputy Facilities Officer MCAS Cherry Point PSC Box 8006 Cherry Point, NC 28533 Subject: Stormwater Permit Renewal Stormwater Management Permit SW7090711 MCAS Cherry Point — Consolidated Club Craven County Dear Mr. Schulz: ke, 1^ O A Division of Energy, Mineral, and Land Resources file review has determined that Stormwater Permit SV 7090711 for a stormwater treatment system consisting of an infiltration basin serving the Consolidated Club expires on December 30, 2021. This is a reminder that permit renewal applications are due 180 days prior to expiration. We do not have a record of receiving a renewal application. Please submit a completed permit renewal application along with a $505.00 fee for permit renewal. Application forms for renewal can be found on our website at: httos /Idea nc gov/about/divisions/energv-mineral-land-resources/energy-mineral-land- rules/stormwater-program/post-construction. North Carolina General Statutes and the Coastal Stormwater rules require that this property be covered under a stormwater permit. Failure to maintain a permit subjects the owner to assessment of civil penalties. If you have questions, please feel free to contact me at (252) 948-3923. 1 will be glad to discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the application form. You can request a copy by e-mailing me at roger.thorpe(5)ncdenr.gov. Sincerely, Roger K. Thorpe Environmental Engineer Q�� North Carolina Department of Environmental Quality ', Division of Energy. Mineral and Land Resources _ Washington Regional Office 19a3 Washington Square Stall I Washington. North Carolina 2788Q 2.52.946.6481 2. Infiltration Basin Stage Storage TOTAL CONTRIBUTING DRAINAGE AREA STAGE - SURFACEAREA- STORAGE: z.or acres V= W K I Al +A2 + Sgrt(At c A2) j Stage ft Surface Area sf ac Incr. Volume (of) Storage Volume (of) (ac ft) 23.0 2,604 0.0598 - '24.0 3,914: 0.0899 3.237 3,237 0.0743 25.0 '5,424 0A245 4,649 7,885 0.1810 26.0 7,173 0,1647 6,278 14,164 0,3251 "27.0 -,18;745` 0.2008 7.946 22.110 0.5076 TREATMENT VOLUME CALCULATION: CONTRIBUTING DRAINAGE AREA = 2,02 ac x 43„560 sf/ac = 1.5" TREATMENT VOLUME _ 87,991 ft' x (1.5" / 12") _ 1.5" TV ELEV = 2,02 acres 87,991 W AREA x RAINFALL DEPTH 10,999 of 25.50 A >> vo).�h � Vol rt+d ✓i Ofi44tF b Vinson, Scott From: Yown, Cory A. [Cory.Yown@haskell.com] Sent: Thursday, July 23, 2009 2:35 PM To: Vinson, Scott Cc: Jones, Myra W; Potter CIV William R Subject: Cherry Point Consolidated Club Treatment Volume Attachments: Cherry Point CC Treatment Volume Calc.pdf Scott, I have attached a PDF which shows the calculation for treatment volume. Please insert this page into our permit package. Let me know if you have any questions or need any additional information. Thanks. Cory Yown Civil Associate Haskell (904)791-4664 Vinson, Scott From: Jones, Myra W [Myra.Jones@haskell.com] Sent: Friday, August 07, 2009 9:54 AM To: Vinson, Scott Cc: Potter CIV William R, Yown, Cory A. Subject: Cherry Point Consolidated Clubhouse Attachments: Revised Infiltration Basin Suppl.pdf Scott, Good morning! As per our phone conversation this morning I have attached a copy of the revised Infiltration Basin Supplement for your files (see attached). Any questions/problems just give me a call. Thanks again for all of your help and hope you have a great weekend! Myra Myra W. Jones, P.E., LEED AP Senior Civil Engineer Haskell Architects & Engineers 111 Riverside Avenue Jacksonville, Florida 32202 P: 904/791-4666 F: 904/475-7887 RE VED AUG 0 7 2009 DWQ PROJ # Permit No. (to be provided by DWO) EXPRESS G JUL 2 7 2009 NCDENR NC DENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM 401 CERTIFICATION APPLICATION FORM INFILTRATION BASIN SUPPLEMENT This form must be filled out, printed and submitted. The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information. Project Name Contact Person Phone Number Date Drainage Area Number Point MCAS Consolidated Myra W. Jones, P.E. 904-791-4666 6131109 Ill., -DESIGN)NFORMATIONn_ ._ ....,..... .,. . ... x ai, r .,"'�,,"3,,..u. Site Characteristics Drainage area 87,991.00 flZ Impervious area 42,253.00 ft2 1 Percent impervious 0.48 % Design rainfall depth 1.50 in t y— Peak Flow Calculations V_-A 1-yr, 24-hr rainfall depth 3.56 in 1-yr, 24-hr intensity 0.15 inlhr Pre -development 1-yr, 24-hr discharge 9.47 ft3/sec Post -development 1-yr, 24-hr discharge 7.82 ft3/sec Pre/Post 1-yr, 24-hr peak Flow control -1.65 ff3lsec Storage Volume: Non -SA Waters Minimum design volume required Design volume provided Storage Volume: SA Waters 1.5' runoff volume Pre -development 1-yr, 24-hr runoff volume Post -development 1-yr, 24-hr runoff volume Minimum required volume Volume provided Soils Report Summary Soil type Infiltration rate SHWT elevation Basin Design Parameters Drawdown time Basin side slopes Basin bottom elevation Storage elevation Storage Surface Area Top elevation Basin Bottom Dimensions Basin length Basin width Bottom Surface Area 10,999.00 rya d' 14,164.00 ft3 ft3 ft3 ft3 ft3 ft3 Tan Sandy Clay 0.55 in/hr 21.00 fmsl 3.84 days 4.00 :1 23.00 fmsl _ 26.00 fmsl 4 7,173.00 ft2 27.00 fmsl 112.00 It 33.00 It 2,604.00 ft2 OK for non -SA waters OK OK OK Form SW401-Infiltration Basin-Rev.4 Parts I. 611. Design Summary, Page 1 of 3 P�l Permit No. (to be provided by OWO) //��, �o WAT§9 L '*' STORMWATER MANAGEMENT PERMIT APPLICATION FORM o�o� NCDENR 401 CERTIFICATION APPLICATION FORM INFILTRATION BASIN SUPPLEMENT This form must be filled cut, printed and submitted. The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information. Project Name Cherry Point MCAS Consolidated Club Contact Person Myra W. Jones, P.E. Phone Number - 9114.791A665 Date MUM; Revised 06107r09 Drainage Area Number Drainage area Impervious area 87,991.00 42, 11' RECEIVED Percent Impervious 0.48 % Design rainfall depth 1.50 In Peak Flow Calcula0ons AW 0 7 2009 1-yr, 24-hr rainfall depth 3.56 in 1-yr, 24-hr intensity - 0.15 Inlhr DWQ Pre -development 1-yr, 24-hr discharge 9.47 helsec PROJ # Post -development 1-yr, 24-hr discharge 7.82 f0sec PrelPost 1-yr, 24-hr peak flow control -1.65 II'/sec Storage Volume: Non -SA Waters Minimum design volume required 10,999.00 h' Design volume provided 11,024.00 It' OK for non -SA waters Storage Volume: SAWaters �w 1.5' runoff volume it Pre -development 1-yr, 24-hr runoff volume fl' Post -development 1-yr, 24-hr runoff volume it Minimum required volume It' Volume provided fl' Soils Report Summary Soil type Tan Sandy Clay Infiltration rate 0.55 Inlhr SHWTelevation 21.00 first Basin Design Parameters Drawdown time 3.84 days OK Basin side slopes 4.00 :1 OK Basin bottom elevation 23.00 Imsl OK Storage elevation 25.50 fmsl Storage Surface Area 6,290.50 8' Topelevalion 27.00 fmsl Basin Bottom Dimensions Basin length 112.00 It Basin width 33.00 it Bottom Surface Area 2,604.00 0= Fonn SW401-Inrilbodon BwlirRev.4 Pans I. E II. Design Summary, Page 1 or 2 Permit No. (to he wmidee by D WU) Additional Information Maximum runoff to each Intel to the basin? ac-In Length of vegetative fitter for overflow 30.00 0 OK Distance to structure 125.00 it OK Distance from surface waters 105.00 it OK Distance from water supply well(s) nla it OK Separation from impervious soil layer 25.00 0 OK Naturally occuring soil above shwi 1.00 it OK Bomom covered with 4-in of clean sand? Y (Y or N) OK Proposed drainage easement provided? Y (Y or N) OK Capures all runoff at ultimate build-oul? Y (Y or N) OK Bypass provided for larger storms? Y (Y or N) OK Pretreatment device provided Forebay - Form SW401dr4i tratIm Basin-Rev.4 Pads I. & II. Design Summary, Page 2 of 2 00 4 For DENR Use ONLY Reviewer: �F'WA North Carolina Department of Environment and Rice z'A `�•a Natural Resources Submit NCDENRRequest for Express Permit Review Time: Confirm: FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package of the project location. Please include this form in the application package. Asheville Region -Alison Davidson 828-296-4698;alison.davidson(a),ncdenr.gov Enter Related SW Permits of request • Fayetteville or Raleigh Region -David Lee 919.791.4203; david.leeCDncdenr.gov • Mooresville & -Patrick Grogan 704-663-3772 or patrick.grogan(a ncdenr.gov SW Washington Region -Lyn Hardison 252.946-9215 or lyn.hardisonna.ncdenr.gov Sw • SW Wilmington Region -Janet Russell 910-350-2004orjanet.russella(..ncdenr.gov SW EXPR NOTE: Project application received after 12 noon will be stamped in the following work day. SW Project Name: MICAS CHERRY POINT CONSOLIDATED CLUB County: CRAVEN JUL 2 7 2009 Applicant: GEORGE RADFORD Company: EAD. MCAS CHERRY POININT Address: BLDG 4223, ACCESS ROAD City: CHERRY POINT, Slate: NC Zip: 28533-_ NC DENR Phone: 252-466-4599. Fax: 252-466-2000, Email: georoe.radford@usmc.mil Physical Location:AT THE END OF JACKSON ROAD Project Drains into NEUSE RIVER waters — Water classification SB, NSW (for classification see-http://h2o.enr.state.nc.us/bims/reports/reportsWB.html) Project Located in NEUSE River Basin. Is project draining to class ORW waters? YIN , within Y2 mile and draining to class SA waters YIN or within 1 mile and draining to class HOW waters? YIN Engineer/Consultant: CORY YOWN Company: HASKILL ARCHITECTS AND ENGINEERS Address: 111 RIVERSIDE AVE. City: JACKSONVILLE, State: FL Zip: 32202-_ Phone: 904-791-4666, Fax: 904-475-7887, Email: mvra,iones@haskelloom SECTION ONE: REQUESTING A SCOPING MEETING ONLY ❑ Scoping Meeting ONLY ❑ DWQ, ❑ DOM, ❑ DLR, ❑ OTHER: _ SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING ❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions ❑ IntermittentlPerennial Determination: _# of stream calls — Please attach TOPO map marking the areas in questions ❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres) ❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance ® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other ❑ Low Density ❑ Low Density -Curb & Ginter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)] ❑ High Density -Detention Pond _ # Treatment Systems ® High Density -Infiltration 1 #Treatment Systems ❑ High Density -Blo-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems ❑ High Density -Other _ # Treatment Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev, Exclusion SW (Provide permit u) ❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront ® Land Quality ❑ Erosion and Sedimentation Control Plan with 2_8 acres to be dislurbed.(CK If (for DENR use)) j �1�t SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express rdeetinq regues Wetlands on Site ❑ Yes ❑ No Buffer Impacts: ❑ No ❑ YES: —acre(s) Wetlands Delineation has been completed: ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No US ACOE Approval of Delineation completed: ❑ Yes ❑ No 404 Application in Process wl US ALOE: ❑ Yes ❑ No Permit Received from US ACOE ❑ Yes ❑ No Por DENR use only Fee Split for multiple Permits: (Check # ICcS1-14-1 Total Fee Amount S 4ccr SUBMITTAL DATES Fee I SUBMITTAL DATES Fee CAMA S Variance (❑ Ma]; ❑ Min) S SW (® HD, ❑ LD, ❑ Gen) $xt.g, 401: $ Los S -?i,� 7 Stream Deter— S NCDENR EXPRESS March 2009