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Home My WebLink AboutSW6130701_HISTORICAL FILE_20131031STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE COMPLIANCE EVALUATION INSPECTION DOC DATE 10c to 3 YYYYMMDD E ENGINEERING DESIGN TECHNOLOGIES, INC. 1705 ENTERPRISE WAY, SUITE 200, MARIETTA, GEORGIA 30067 D T PHONE 770/988-04000R 877/728-1724 (TOLL FREE) a FAX 770/988-0300 LETTER OF TRANSMITTAL Name: Bill Diuguid Date: 10/31/13 Company: NCDENR Project Name: Fort Bragg SOF Battalion Address: Division of Land Quaility Project #: 12E-01-13000 Address: 1612 Mail Service Center Project #: Stormwater Permit SW6130701 City, State, & Zip: Raleigh, NC 27699-1612 Contract #: Phone Number: 919-807-6369 We transmit Via: 2 1 2014 ❑ Herewith ❑ Under separate cover fiAfl ❑ U.S. Mail ® Overnight Service (specify) Fed Ex ❑ Hand Delivery ❑ Courier (specify) Apple The following: ❑ shop drawings ❑ samples ❑ drawings ❑ specifications ❑ diskette/file ❑ correspondence ❑ submittals ❑ RFI's ® other Copies Date . _Description 1 Plans Transmitted as indicated: ❑ for approval ❑ as requested ® for review/comments ❑ for distribution ❑ for your use ❑ for file ❑ on loan (please return) ,Comments 2��s �, Cla v14;�P�zaVae-( NOV 0'1 2013 pE1ANb ST tR plf Iin TER H !/ 1YE1�At�M�S7pWAf/A1ERBftP!!C Sent By: Derek Westfall, P. E. Date: 10/31 / 13 Q:\2012\12E-01-130000 Ft. Bragg - Battalion Ops Facility\PF1. Correspondence\h. Transmittal s\transm ittal E ENGINEERING DESIGN TECHNOLOGIES, INC. 1705 ENTERPRISE Wm,, Surrr; 200, MARiE'rTA, GEORCLd 30067 D PnoNE:770-988-0400 FAx: 770-988-0300 Sign of Quality October 23, 2013 William H. Diugid, AICP Division of Land Quality 1612 Mail Service Center Raleigh, NC 27699-1612 RE: Stormwater Permit No. SW6130701 SOF Battalion Operations Facility, Fort Bragg MAR 2 1 2014 High Density Commercial Wet Pond Project Cumberland County Mr. Diugid, Per our previous phone conversations, please find the enclosed items listed on the transmittal. Included in the items is a letter explaining the removal of the bioretntion basin to have the stormwater now flow to the wet pond A and the reshaping of wet pond B, due to the impacts from an adjacent project. I have included the updated supplement forms, updated drainage map, plans and calculations. Please review the enclosed and let me know if you have any comments or need additional information to approve this change in the existing permit. Thanks for your assistance. Sincerely, kA - Af� Derek Westfall, P.E. Engineering Manager E ENGINEERING DESIGN TECHNOLOGIES, INC. 1705 ENTERPRISE WAY, SO] rE 200, MARL] F A, GEORGIA 30067 D T PHONE 770/988-0400 OR 877/728-1724 (TOLL FREE) 6 FAx 770/988-0300 LETTER OF TRANSMITTAL Name: Bill Diuguid Company: NCDENR Address: Division of Land Quaility Address: 1612 Mail Service Center City, State, & Zip: Raleigh, NC 27699-1612 Phone Number: 919-807-6369, We transmit Via: ❑ Herewith ❑ U.S. Mail ❑ Hand Delivery The following: ❑ shop drawings ❑ correspondence Date: 10/24/ 13 Project Name: Fort Bragg SOF Battalion Project #: 12E-01-13000 Project #: Stormwater Permit SW6130701 Contract #: ❑ Under separate cover ® Overnight Service (specify) Fed Ex ❑ Courier (specify) Apple ❑ samples ❑ drawings ❑ specifications ❑ submittals ❑ RFI's ® other Copies Date Description. 1 Supplement forms 1 Calculations 1 Plans ❑ diskette/file Transmitted as indicated: ❑ for approval ❑ as requested ® for review/comments ❑ for distribution ❑ for your use ❑ for file ❑ on loan (please return) Comments Sent By: Derek Westfall, P. E. Date: 10/25/ 13 Q:\2012\12E-01-130000 Ft. Bragg - Battalion Ops Facility\PF1. Correspondence\h. Transmittals\transmittal HYDROLOGY REPORT SOF BATTALION OPERATION FACILITY FORT BRAGG, NC. SUMMARY The post development Basins are shown on sheet CS-106, the total project site is 34.27 Acres. Originally flows from Basin "A" were retained by Pond "A" located South East of the project site and flows from Basin "C" were retained by a Bio retention Pond "C". This Bio retention Pond was removed and the flow were included in the design of Pond "A". Pond "A" was redesign by reshaping the Pond to cater for additional flows from Basin "C". Pond "B" was reshaped to accommodate the turnaround by maintaining the original volume. Sheet CG-101 shows the re- graded Pond's "A" and "B" and Sheet CG-509 show the revised sections for Pond's "A" and "B". The attached Stormwater Management Permit Application Forms provides a summary of calculations for both Pond "A" and Pond "B". - - - - � 1 _/JJ/ TOTAL.AREA=34(2*,7;AC 0 .. ......... 1 POST-DE�-EW AREA I . 1, 41 ❑ --`AREA�,A'"/') . ... ... . .. . b P P" J-DEVELOP L r m Y! �� -------- iK`c Zip \ ' �rrr II �I I L :;-o o� ' t, I I I �' � I I Y�\` \ {\\ � \ \ 1 \I 1 18 L V-1L I VT r p. - > ICI IV FU-L_1'_1 "13 W y/X\ 7' II POST -DEVELOP--/ "TEVEL 777 BY-PASS F as -PASS AREA T" Y AREA "C' A �/ - EA.=0.84 ACRES AR . . ... .. EA=2.20 ACRES 7Y CN= CN=59 POST—pn goVrrecte,�Op EN ubnnM tt,I 1, 0, LF�LAN esign sued sign Analysis SECTION 16 — DESIGN QUALITY CONTROL CHECKLISTS — Page 6-27 Application Completeness Review rd' First Submittal ❑ Re-su Development/Project Name: Receiving stream name ,(,& Received: 7/2-/J3 Date Reviewed: River Basin: For post -construction requirements, a program will be deemed compliant for the areas where it is mplementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HQW, ORW, Neuse River Basin NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient Management Strategy. High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal. T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): Latitude and Longitude: OAl — 174 OJ 37 1,i Project Address: "/a <4" d--i- Engineer name and firm: De_REE WFf r"7m_L-, I -I IV[ IV. /%U— 1. -0 0 - 1T - - CI IIGII. G d' -Q `►-i Q ///Q6rE -(VA- Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? es or No ❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets i h Density ❑ Other -a-/401//404 impjt to surface waters, wetlands, and buffers (add language to cover letter an or a d info letter) :BUA Check for $505.00 included ra' /Original signature (not photocopy) on application Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent). n Check If an agent signs the application, a signed letter of authorization from the applicant must be provided which includes the name, title, mailing address and phone number of the person signing the letter. 7 ' Copy of property deed showing ownership or control -B or subdivided projects, a signed and notarized deed restriction statement :;healed, signed & dated calculations -Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each) I� Bioretention ❑ Dry Detention Basin ❑ Filter Strip ❑ Grass Swale ❑ Infiltration Basin ❑ Infiltration Trench ❑ Level Spreader ❑ Permeable Pavement ❑ Restored Riparian Buffer ❑ Rooftop Runoff Management ❑ Sand Filter ❑ $t'ormwater Wetland Wet Detention Basin ❑ Low Density ❑ Curb Outlet ❑ Off -Site ❑ NCDOT Linear Road MAR2 � 120911 wo sets of sealed, signed & dated layout & finish grading plans with appropriate details e'/Narrative Description of stormwater management provided ��ds report, geotech information provided o' Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or limensions cent property ils for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter, & slopes provided 91, Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density W/X-MP operation and maintenance agreements provided V Application complete ❑ Application Incomplete Returned: (Date) Comments /i- April 26, 2013 Revision, Bill Diuguid Application Completeness Review t� cJ SW (p 3 / 0 1 9' First Submittal ❑ Re -submittal Date Received: 2 J3 Date Reviewed: / By Bill Development/Project Name: _`;Or oPeLeA-7 o,) s Gig r Receiving stream name ut fo �rwrLe a 2a L! Classification: C_ River Basin For post -construction requirements, a program will be deemed compliant for the areas where it is implementing any of the following programs: WS-I, WS-Il, WS-III, WS-IV, HQW, ORW, Neuse River Basin NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient Management Strategy. High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal. T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): /V /A Latitude and Longitude_I30Jf 1_ — '71 OJ 39t,� Jurisdictio F-02-,- 82a GF Project Address: S 1 of t i Engineer name and firm: _'Ce1 S177 064-s-, Phone: 7VO - 919`3- n9- c ° Emailk -,C& e f-. JYJ9Rr E k Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? es or No ❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets h Density ❑ Other -4a.-/4011//404 imp t to surface waters, wetlands, and buffers (add language to cover letter an or a d info letter) �' Check for $505.00 included t . Original signature (not photocopy) on application Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent). Check spelling, capitalization, punctuation: http://www.secretary.state.nc.us/corporations/thepage.aspx If an agent signs the application, a signed letter of authorization from the applicant must be provided which includes the name, title, mailing address and phone number of the person signing the letter. -Cr— Copy of property deed showing ownership or control -a-�or subdivided projects, a signed and notarized deed restriction statement ✓Sealed, signed & dated calculations p. Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each) 9 Bioretention ❑ Dry Detention Basin ❑ Filter Strip ❑ Grass Swale ❑ Infiltration Basin ❑ Infiltration Trench ❑ Level Spreader ❑ Permeable Pavement ❑ Restored Riparian Buffer ❑ Rooftop Runoff Management ❑ Sand Filter ❑ , brmwater Wetland Wet Detention Basin ❑ Low Density ❑ Curb Outlet MAR 2 1 2014 ❑ Off -Site ❑ NCDOT Linear Road :wo sets of sealed, signed & dated layout & finish grading plans with appropriate details /Narrative Description of stormwater management provided d ils report, geotech information provided Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or dDcent property etails for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter, im ensionss &slopes provided L<i Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density n✓� MP operation and maintenance agreements provided t Application complete ❑ Application Incomplete Returned: (Date) Comments April 26, 2013 Revision, Bill Diuguid