SW8121001_COMPLIANCE_20120917

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW IGG`U� I
x
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
o`�llLol�/7
YYYYMMDD i

#- Y For DENR Use ONLY
Reviewer: f" S� r\ -'_
North Catalina Department of Environment and Submit t o _v
Natural Resources —�?0
NCDENRRequest for Express Permit Review Time: [ 0
Confirm "2
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file)and vicinity maplsame items expected in the application
ap ckage of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(o.ncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(mncdenr.gov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235-2107 or patrick.groQ?n(C�ncdenr _cloy
• Washington Region -Lyn Hardison 252-948-3842 or lvn.hardison(c,ncdenr..qov
• Wilmington Region -Janet Russell 910-796-7302 or janet.russell .ncdenr..Qov
• Wilmington Region -Cameron Weaver 910-796-7303 or cameron.weaver(ancdenr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Enter Related SW
Permits of Request
SW
SW
SW
SW
SW
Project Name: BEAUFORT FIRE DEPARTMENT SUBSTATION County: CARTERET
Applicant: TOWN OF BEAUFORT CIO CHARLES W. BURGESS JR Company: �'� z < < L
Address: 215 POLLOCK STREET City:BEAUFORT, State: NC Zip: 28516-_
Phone: [phone], Fax: [phone], Email: cburgess@beau fortnc.oM Oce_p�N
Physical Location:2731 HIGHWAY 101, BEAUFORT, NC 28516
Project Drains into SA -HOW waters. Is project draining to class ORW waters? N, within''/2 mile and draining to class SA waters N or within 1 mile and
draining to class HQW waters? Y_
Engineer/Consultant: GINGERY. TURNER PE Company: STROUD ENGINEERING, P.A. RECEIVED
Address: 107-B C MERCE STREET City:GREENVILLE, State: NC Zip: 27858-_
Phone: [phone], Fax: [phone], Email tg [e-mail] Z� Z ��(c-935 1 7 2012
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: �X}' 23� BY:
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
❑ Intermittent/Perennial 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, please specify: (i.e. NEW Fast Track Low Den., Clear & Grub, SFR, Bkhd & Bt Rp, Linear, Utility, Other, etc.)
❑ Low Density - Please specify: [i.e. New, modified or plan revision -SW (Provide permit #)l
® High Density - Please specify: DETENTION POND & SECONDARY BMP [i.e. New, modified, offsite or plan revision (SW (Provide permit#) &
type of treatment (detention, infiltration, wetland, etc) etc]:
❑ Exclusion — Please specify: [if DOT project or redevelopment, etc]
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
Quality. ® Erosion and Sedimentation Control Plan with 3_0 acres to be disturbed. (CK # (for DENR use))
ION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
Fee Split for multiplepermits: Check #
Buffer Impacts: ® No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process wl US ACOE: ❑ Yes ® No Permit
Fur DEN R use only
Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mai; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter—
$
r,AS-Q- 6 -60 ra_z� C, 112�_
NCDENR EXPRESS July 2012
C A-d' S � U r1 '� � S :S

Narrative
Beaufort Fire Department Substation
September 17, 2012
Permittee:
Town of Beaufort
c/o Charles Burgess
Mailing Address:
P.O. Box 390
Beaufort, NC 28516
Physical Address:
215 Pollock Street
Beaufort, NC 28516
[phone]
Engineer:
Stroud Engineering, P.A.
151-A Highway 24
Morehead City, NC 28557
[phone]
License Number: C-0647
I. General Information
Beaufort Fire Department Substation is located at 2731 NC Highway 101 Beaufort,
Carteret County. It is a 1.81 acre tract located approximately 6.6 miles from the
intersection of Highways 101 and 70 just past Steel Tank Road.
The wetlands have been delineated and approved by the U.S. Army Corps of
Engineers. Only the existing ditches on the northern and western property lines were
delineated as "Waters of the US", no other wetlands exist on the tract.
Utilities will be provided by the County and the Town of Beaufort. A water meter will
be installed tapping into the County's existing eight -inch water main located on the
opposite side of Highway 101. The Town of Beaufort has agreed to allow the project to
install a sewer force main from the site tying into an existing eight -inch force main located
at Steel Tank Road. This will consist of approximately 2,150 If of -piping within the right of
way of Highway 101.

II. Stormwater Information
The project is located within the White Oak River basin and currently drains south
easterly to Eastmans Creek, 21-24-1 class SA-HQW. This project is being submitted as a
high density commercial project under the current Coastal Stormwater Rules. Stormwater
will be treated by a wet detention pond to 90% TSS with discharge being treated by a level
spreader/vegetated filter for the secondary BMP.
III. Erosion and Sedimentation Control Measures
The following measures are proposed for the site. If it becomes evident that additional
erosion and sedimentation control measures are needed, they shall be installed
immediately. -It is intended that all grading and excavation activities within a certain area
will be protected as soon as that activity is complete.
1. Sediment Fence - Sediment fence will be utilized as necessary in locations as shown on
plans or as deemed necessary by the engineer to insure that off -site sedimentation is
controlled.
2. Seeding -- All disturbed areas will be seeded within 14 days following construction in
accordance with the seeding schedule shown on the plans.
3. Stone Construction Entrance - Stone construction entrance will be used to reduce
transport of sediment off site.
4. Sediment Basins- The detention pond to be constructed will serve as a sediment basin
during construction. This project requires a storage sediment rate at 3600 cf/acre of
disturbance and required surface area is based on the 10-year storm. Sediment volume
from the earth disturbing activities draining to the pond is estimated to be 10,800 cubic
feet based on 3 acres of disturbance. The forebay will have 12,009 cf and the main
basin 53,087 cf of sediment storage capability totaling 13,335 cf exceeding the required
volume. The surface area required of 918 sf is also exceeded providing a total surface
area of 5,929 sf. A skimmer is also being installed within the pond for additional
sediment control. Upon completion and stabilization of project the pond shall be
cleaned to the original design depth.
5. Earthen Dike - A dike will be constructed and seeded within 7 days around the
portion of the project being filled to prevent sediment from Ieaving the site during the
fill operation.
IV. Maintenance Plan
1. All erosion and sediment control measures shall be checked for stability and effective
operations following every runoff producing rainfall event or at least once per week.
Repairs required shall be completed immediately to the dimension and functions
indicated on the plans.

L
2. Sediment shall be removed form behind the sediment fencing when it becomes 0.5 feet
deep at the fence. The fence small be replaced or repaired as necessary to maintain a
barrier.
3. All seeded areas shall be fertilized, seeded and mulched within 14 calendar days of
disturbance. Disturbed areas shall be fertilized, reseeded and mulched as necessary
according to the Contract documents to establish and maintain a dense vegetative
cover.
V. Construction Sequence
1. Clear and grub the tract as necessary.
2. InstalI gravel construction entrance and silt fencing at specified locations.
3. Complete clearing and grubbing operations.
4. Excavate, rough grade and temporarily seed stormwater detention basin.
5. Prepare subsurface building foundation per the soil report investigation
recommendations by Geotechnologies, Inc.
6. Construct a dike around the perimeter of the site to prevent sediment from leaving the
site. Temporarily seed the dike within 7 days.
7. Fill and rough grade the site.
8. Install drop inlets and storm drainage piping with sedimentation control measures.
9. Seed and mulch all areas of disturbance not to be paved within 14 days of land
disturbance.
10. Begin preparation of building site.
11. Install utilities.
12. Fine grade drive and parking area and place stone base course.
13. Construct building.
14. Pave drive and parking area.
15. Perform final grading, see and mulch all remaining disturbed areas.
16. Once, the site is stabilized remove accumulated sediment and skimmer from
stormwater detention basin. Install new 4" screw cap drilled with 1.25"orifice to the
orifice outlet. Perform final grading of basin.
17. Install wet detention basin vegetation as specified on pond landscaping plan.
18. Remove temporary erosion control measures.
VI. Design Assumptions
1. Design storm is ten years for both culvert design and sediment control.
2. The rational method was used for the design.

C2 r Unding
12
0 HAVELOCKl
SITE
HIGHWAY 101
11 ISTEEL TANK RD
z
-N34'48'-:NY' LAUREL ROAD
Yo.
7
TO BEAUFORT
N34!
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7-,
Ifil
411
-D TcpoWs Coppi& 0( 19919 DeLAni* Ymmidk ME M% Some Data: USGS i rM ft Scale: 1: 17,600 Ntal D-5 Datum WQ144

TYPICAL SIDEWALK
LIGHT DUTY PAVEMENT SI
SC -LE: -1 10 SCIIE
HANOICAP SIGN
SITE DATA
LrL
HEAVY DUTY
PAVEMENT SECTION
'ILI
DUMPSTER
CONCRETE PAD
LIGHT DUTY
PAVEMENT SECTION

1
Weaver, Cameron
From:
Ginger Turner [[e-mail]]
Sent:
Monday, September 17, 2012 10:52 AM
To:
Weaver, Cameron
Cc:
'Ronald Cullipher'
Subject:
Beaufort Fire Department Substation
Attachments:
Express Request 9_17_2012.pdf
Forwarding Express request to you based on Automated response I received.
From: Ginger Turner[mailto:[e-mail]]
Sent: Monday, September 17, 2012 10:42 AM
To: 'Russell, Janet'
Cc: 'Ronald Cullipher'
Subject; Beaufort Fire Department Substation
Please see the attached Express Request. Please let me know if you have any questions.