SW6120202_HISTORICAL FILE_20120309

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
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Architecture & Engineering
4000 Westchase Boulevard, Suite 280
Raleigh, NC 27607
P. 919,828.1876
F. 919.828.1877
www.clarknexsen.com
transmittal
DATE: We transmit the following:
2-28-12
PR03ECT: ® Drawings
Chicken Road ACP
❑ Change Order
TO:
Robert D. Patterson, PE
Wetlands and Stormwater
Branch
512 N. Salisbury Street,
gch Floor,
Raleigh, North Carolina 27604
❑ Computer File(s)
MAR s zaiz �
❑ Specifications
❑ Shop Drawings
❑ Samples
❑ Product Literature ® Revised Permit Document
Copies Description
FROM:
2
K. Joshua Hurst, PE
SUBJECT:
2
Additional Information
SW6120202
2
Chicken Road ACP
COMMISSION NUMBER:
3818
Remarks:
VIA:
ROUTE TO:
Revised Construction Plans
Additional Construction Plans
Revised Stormwater Permit Application Page
(1 original, 1 copy)
Attached is the documentation that addresses your comments
received for the Access Control Point at Fort Bragg, NC. Below you will
find a brief description of how the included documentation addresses
your specific comments.
Comment 1: The BUA for the future truck queue expansion has been
broken out separately in section 10 of the application. The applicable
page from the application is included herein. Future area was shown
grayed back in CG102. However, it was not labeled as such in the
grading plan. A label has been added on the grading sheet.
Comment 2: Appropriate landscape plans are included herein.
Comment 3: The emergency spillway has been hardened using class
CC: B rip rap as per detail B1 on CD501. CD502 has also been included as
the construction specifications and maintenance appear on that plan
sheet.
Comment 4: CD501 is included herein.
Page 1 of 2

Architecture & Engineering COMMISSION NUMBER: 3818 DATE: 2-28-12
transmittal
Comment 5: Future projects will use table 10-3. However, based off the issuance of documents to
the government, table 10-4 will continue to be used for this project.
Comment 6; A wet pond was chosen for this project as it will require very little maintenance. A
facility of this type would benefit from being served by a BMP that does not require intensive
maintenance as the area is on the outskirts of Fort Bragg. Furthermore, the pond is being used as a
sediment basin. Based off project experience, infiltration basins tend to clog and not function
properly post construction, when used as a sediment trap during construction. We have discussed
the BMP and the above mentioned issues with Lee Ward from DPW/Water Management Branch and
he prefers and advised that we use a wet pond.
Thank you for your help during this review process and please feel free to contact us should you
have any questions.
Page 2 of 2

AP"WA
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. K. Joshua Hurst, PE
Clark Nexsen Architecture & Engineering
4000 Westchase Blvd., Ste, 280
Raleigh, NC 27607
Dear Mr. Hurst:
Division of Water Quality
Charles Wakild, PE
Director
February 27, 2012
Subject: Request for Additional Information
Stormwater Project No. SW6120202
Chicken Road Access Control Point
Cumberland County
Dee Freeman
Secretary
The Division of Water Quality Central Office received a Stormwater Management Permit Application
for the subject project on February 23, 2012. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the stormwater
review:
�1. The future BUA noted in the narrative for the truck queue area should be broken out and
shown in the "Future" row of IV.10. on SWU-101. Is this future area shown on the plans?
✓ 2. Please. provide the required planting plan for the vegetated shelf of the wet detention
basin.
3. The emergency spillway for the basin needs to be hardened to prevent erosion.
,/4. Please provide sheet CD501 that shows the emergency spillway detail as referred to by
sheet CG501.
✓5. Please note that while it is acceptable that the coastal table 10-4 was used, table 10-3
could be used for this project location. 10-4 is for projects in the 20 coastal counties.
f 6. Is there a reason why a wet detention basin is proposed, when the soils in this location
show high infiltration rates? There have been issues with ponds in this region maintaining
a permanent pool and vegetated shelf with liners over high infiltration soils. While the
State does not review for it, most Federal projects we see here infiltrate the 95th percentile
rain event per the 2007 ESIA. You may want to verify this with Fort Bragg and USACE.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to March 23, 2012, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
Wetlands and Stornmater Branch
1617 Mail Service Center. Raleigh. North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 91M07-63001 FAX: [phone]
Internet: www.ncwaterquaiq.org
An Equal Opportunity 1 Affirmative Action Ern ftyei
One
NorthCarolina
Aaturallry

Mr. K. Joshua Hurst, PE
SW6120202 - Chicken Road ACP
February 27, 2012
indicate the date by which you expect to submit the required information. The Division is allowed 90
days from the receipt of a completed application to issue the permit.
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.
All revised original signed documents must be returned or new originals must be provided. Copies are
not acceptable. Any revised calculations or plans must be sealed, signed, and dated; and have a
revision date shown. Please reference the State assigned project number SW6120202 on all
correspondence. If you have any questions concerning this matter please feel free to call me at (919)
807-6375, or at [e-mail].
Sincerely,
Robert D. Patterson, PE
Environmental Engineer
Stormwater Permitting Unit
cc: : SW6120202 File
ec. David Heins -Fort Bragg DPW
Lee Ward - Fort Bragg DPW / WMB
Mike Lawyer - Fayetteville Regional Office
Page 2 of 2

Application Completeness Review
V First Submittal ❑ Re-submitt I Date Received: Z.-Date Reviewed: Z 23 JZ-By Bill DiuguidZ�2&_
DevelopmenVProject Name: C
Receiving stream name 134yels C4ce E Classification:
River Basin: GA-p-e- Ar-,,2 Sao 7 _4 l 3J-21v z
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-I1, WS-III, WS-IV, HOW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategv.
High Density Projects that require a 4011404 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: 83 07- 5-15- 9Y-W Jurisdiction
Project Address:5aw4-h e - G4iwev as Wfn 1z94
Engineer name and firm: a cc a P z i G,
Phone: 91 q - 574 - Z/ 7-o Email: �i
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? 0-�Yes or ❑ No
J Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets "high Density ❑ Other
-tt- 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
Check for $505.00 included
�,Original signature (not photocopy) on application
Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-memberlmanager, Agent),
Check spelling, capitalization, punctuation: httpahvww,secrctary.state.nc.us/corporations/thcpagc.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,
o For subdivided projects, a signed and notarized deed restriction statement
ar Sealed, signed & dated calculations
&'_ Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
u Bioretention
❑ Dry Detention Basin
U Filter Strip
U Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
Level Spreader
ci Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
11 Ihet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
Narrative Description of stormwater management provided
2"' Soils report provided
2"' Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
adjacent property
Ge- Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter-,
Y imensions & slopes provided
rr Drainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
MP operation and maintenance agreements provided
uY Application complete ❑ Application Incomplete Returned: (Date)
Comments LAS 694 rowl it3 ?
May 5, 2011 Revision, Bill Diuguid

Architecture & Engineering
4000 Westchase Boulevard, Suite 280
Raleigh, NC 27607
P. 919.828.1676
F. 919.826.1877
www.clarknexsen.com
transmittal
DATE:
We transmit the following:
February 22, 2012
PROJECT:
®
Drawings
❑
Specifications
Chicken Road ACP
❑
Change Order
El
Shop Drawings
TO:
Stormwater Permitting Unit
C]
Computer File(s)
❑
Samples
Division of Water Quality
NC Department of Environment
❑
Product Literature
®
Calculations
and Natural Resources
512 N. Salisbury Street,
9`n Floor, Copies Description
Raleigh, North Carolina 27604
919/807-6300 1 Stormwater Calculations
FROM: 2 Construction Plans
K. Joshua Hurst, PE
SUBJECT: 2 Stormwater Permit Application (1 original, 1
Post -Construction Stormwater copy)
Permit Application
1 Wet Detention Basin Supplement
COMMISSION NUMBER:
3818 1 Wet Detention Basin O&M Agreement
VIA:
1 Stormwater Permit Application Fee ($505)
ROUTE TO:
CC:
Remarks:
Attached are the Stormwater Calculations, Plans, Application, Supplement,
O&M Agreement, and Application Fee for the Chicken Road ACP project
(PN 70751) at Fort Bragg, for review.
Please contact me via email ('hurst clarknexsen.com) or at 919/576-
2120 if you have questions or need anything else regarding this submittal.
u2@20WIR,
FEB
232012
DENR - WATER QuglTY
w NDSAND "O"WATER B'ANCH
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