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HomeMy WebLinkAboutSW6101102_COMPLIANCE_20111103STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. I SW DOC TYPE I ❑ CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE ?MPLIANCE EVALUATION INSPECTION DOC DATE I �l`le �2 YYYYMMDD Cl l /CIVIL CONSULTANTS of AL, INC. 3525 Vann Road, Suite 105, Birmingham, AL35235 Phone: (205) 6554991 FAX: (205) 6554366 TRANSMITTAL To: FROM: Mr. Robert D. Patterson Patrick Rosenow, P.E. COMPANY: DATE: NCDENR 11IM111 ADDRESS: PROJECT: 512 N. Salisbury Street WIT Barracks - Ft Bragg e Floor Location & Parcels SENDER'S REFERENCE NUMBER: Raleigh, NC 27604 BLH10045 RE: COPY: Site Plan Revision ❑ URGENT ❑ FOR REVIEW ❑ FOR YOUR USE. ❑ P1.F.ASF RFPI V 1 1 AC RFILIFCTVrl ITEM COPIES. • DATE. DESCRIPTION.• A 1 10/31/11 Site Plan Revision Letter B 2 10/31/11 CS-103-R2 Plan COMMENTS F2@R6wR1 NOV 3 2011 &C, /CIVIL CONSULTANTS of AL, INc. 3525 Won Road, Suite 105, Birmingham, AL35235 Phone: (205) 655-1"1 FAX: (205) 65"366 October 31, 2011 Mr. Robert Patterson NC Department of Environment and Natural Resources DWQ - Wetlands and Stormwater Branch 512 N. Salisbury St. Raleigh, NC 27604 Re: Ft Bragg WIT Barracks — DWQ Submittal SW6101102 Dear Mr. Patterson, This letter is to request a site plan revision to the permit. The revision is to change the amount of impervious area bypassing treatment. The reason for the additional bypass area is due to a sidewalk connection from the site to an existing sidewalk located across I.,00p Road. The impervious areas amount to 0.20 acres that will be bypassing treatment. The approved and revised areas are as follows: — Existing impervious area = 2.36 acres — Bypass impervious area as permitted = 2.06 acres — Revised bypass impervious area = 2.26 acres As stated above the revised bypass impervious area is still less than the existing impervious area on site. Please contact me or Donnie Stovall at 205-655-1991 if you have any questions. Sincerely, CIVIL CONSULTANTS of AL, INC. Patrick Rosenow, P.E Project Engineer N.C. PEfI 36508 Principle OVA NCDENR North Carolina Department of Environment and Natural Resources Beverly Eaves Perdue Governor Mr. Eric Smith Civil Consultants of AL, Inc. 3528 Vann Road, Suite 105 Birmingham, AL 35235 Division of Water Quality Coleen H. Sullins Director September 30, 2010 Subject: Phase II Post -Construction Stormwater Warrior in Transition Complex - Barracks Application Return #1255 Cumberland County Dear Mr. Smith: Dee Freeman Secretary RECEIVED OCT 0 5 2010 DENR-FAYETTEMLLE REGIONAL OFFICE Permit Application Return The Division of Water Quality received your Stormwater Management Permit Application for the subject project on September 23, 2010. After a preliminary review the submittal was found to be substantially incomplete. Per DWQ requirements and policies, this Office is hereby returning the subject application package as incomplete. The application is incomplete based on the following items: The design basis of 85% TSS removal is not. being met for a large portion of the site. The StormTech. Isolator Row only claims to remove 80% TSS. It is also my understanding that the use of a different proprietary device may be used instead, but not finalized. We need to have final plans so we know what is to be permitted and constructed. Any change to what is permitted requires application for a permit modification. Proprietary devices will have to go through the PEP program. This is typically a more lengthy and collaborative approval process; and involves monitoring. 2. Please delineate the drainage area to each treatment BMP provided. The drainage area map provided appears outdated in that it shows BMPs no longer proposed, and does not show others proposed in their place. BMP labels must correspond to the drainage area labels on the supplement forms and in the table of IV.10. of the main application form (SWU-101). 3. Please clearly identify and label each BMP on the storm plan sheets. 4. What is the Site Work Bulletin #1 referenced in the revisions block related to the stormwater system? 5. Soil borings were provided, but no other soils report was provided identifying SHWT elevations (all BMPs) or infiltration rates (for BMPs using infiltration). 6. No supporting calculations were provided for the infiltration trenches. Wetlands and Stormwater Branch One 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 North Carolina Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 91 U07-63001 FAX: 91H07-64941 Customer Service: 1-877-623-6748 ,��11N�1!)� Internet: www.ncwaterquality.org l� ! j An Equal Opportunity t Aimnati a Action Employer Mr. Eric Smith Page 2 of 2 September 30, 2010 7. The P-index and type of sod must be specified for the bioretention cells. 8. Infiltration trenches should not be sited in fill material as proposed. Case -by -case variances may be granted as per the rules. 9. Wetlands must be delineated on the plans, or provide a note that none exist on the site. 10. Note that you can take "credit" for the existing BUA on the site being removed. At a minimum, the net increase in BUA must be treated for 85% TSS removal. Provide a list of existing impervious to be removed and to remain, proposed impervious to be treated, and proposed impervious not treated. Until a State Stormwater Permit is issued for this project, the construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A. If you have any questions concerning this matter, please contact me at (919) 807-6375, or robert.patterson@ncdenr.gov. Sincerely, Robert D. Patterson, P.E. Environmental Engineer DWQ Stormwater Permitting Unit cc: Mr. Craig Lantz - Fort Bragg DPW Ken Pickle - SPU Fayetteville Regional Office - Mike Lawyer SPU files MyTopo Map Print U'r T' -r4n/K ct2K 1 ---23 - 2,� G Page 1 of I- 248 J L pi li \�• 1 S 401 4 0 0.5 MI 0 2000 Ft Map provided by MyTopo.com � IY-3/-ZK-s C http://map-pass.mytopo.com/maps/print mytopo.asp?print=20&scale=5&layet=DRG&layer-HILLSHADE&lat=35.14237113713991&lon=-7... 9/13/2010 Soil Map —Cumberland County, North Carolina (WT Barracks ) 35- a ac 35' a 25 Wp Sns 1. 3260 it pmtwl w A flit la, Y x 11' Olefk c Meters o ,5 so ,w zoo N Feel 0 150 300 600 900 USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 35° 6' 40' 35` P MAPLEGEND Area of Interest POI) Area of Interest (AOI) Soils Sog Map Unds Special Point Factures V abwoul ® eon. Pa Xa Clay Spot a closed Deptesabn X Gravel PH „ Goveay Spot ® L Mdfitl A lava Ftoa as Marsh orawunp % Mine or Onny ® Miscellaneous Water Perennial Water y Rock Outcrop } Same Spot Sandy Spat as Severely Eroded Spot 0 Sernmole am. or Shp p Sock Spot Spoil Area D Stony SpM Natural Resources Conservation Service Soil Map-Cumbedand County, North Carolina MAP INFORMATION Qj Very Stony Spot Map Scale'. 1'.3,280 if printed on A size (8.5' a 11") sheet. j we Spot The soil surveys that Comprise your A01 were mapped at 1:24,000. A Other Please rely on Me bar scale on each map sheet for accurate map Special Lin Features measurements. L'I GPM Source of Map: Natural Resources Conservation Service °? Web S61 Survey URL hdp:/Avebsoilsurvey.nres. usda.gov Shon Steep So, Coordinate System: UTM Zone 17N NADB3 .2.'. Other This product is generated from Vie USDA-NRCS certified data as of Political Features the Version d9tel6) listed below. 0 Cdrea Soil Survey Area: Cumbedand County, Norm Carolina Water Fast... Survey Area Dela'. Version 10, Jun 5, 20M Q Oceans Calais) aerial images were photographed'. 6R2/21)% ,..,. Streams and Canals The odhophicte or other base map on wNth the soil lines were Transportation Corti and digitized probably differs from the badground Rana imagery displayed on Ness, maps. As a result, some minor shiNng —� of map unit boundaries may be evident. N Interstate Highways US Rome Major Roads H Local Roads Web Soil Survey National Cooperative Soil Survey 91130010 Page 2 of 3 Soil Map —Cumberland County, North Carolina Map Unit Legend Cumberland County, North Carolina (NC051). - -- Map Unit Symbol .Map Unit Name Acres In AOI Percent of AO1 Wg-9 B Wagram-Urban land complex, 0 to 6 percent slopes 36.2 100.0% Totals for Area of Interest 36.2 100.0% USDA Natural Resources Web Soil Survey 911312016 e Conservation Service National Cooperative Soil Survey Page 3 of 3