SW7070408_COMPLIANCE_20100708

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
I COMPLIANCE EVALUATION INSPECTION
DOC DATEIc��
YYYYMMDD

Bevaly Eaves Perdue, Governor
Dee Freeman, Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Wata Quality
July 08, 2010
Douglas E. Anderson
Boddie Noell Enterprises Inc.
1021 Noel[ Lane
Rocky Mount, NC 27804
SUBJECT: June 04, 2010 Compliance Evaluation Inspection
Hardee's of Bridgeton
Permit No: SW707048
Craven County
Dear Mr. Anderson:
Enclosed please find a copy of the Compliance Evaluation Inspection form from the inspection conducted
on June 04, 2010. Jeffery A Manning of the Washington Regional Office conducted the Compliance
Evaluation Inspection. The facility was found to be in Compliance with permit SW707048. However, to
avoid further actions by this office you must submit a signed Engineer's Certification (a copy is enclosed)
as well as maintenance records for the stormwater BMPs at this facility within thirty (30) days of receipt of
this report.
Please refer to the enclosed inspection report for additional observations and comments. If you or your staff
have any questions, please call me at 252-948-3966.
Sincerely,
YJe#eA./ Manning
Environmental Specialist
Attachments
cc: ,Central Files
WaRo Files
fan
NCDENR
943 Washington Square Mall Washington, NC 27889 [phone] Customer Service 1 800 623-7748

State Stormwater Inspection Report
General
Project Name: Hardee's of Bridgeton
Permit No: SW7070408
Expiration Date:
Contact Person: Douglas E. Anderson
Phone Number: [phone]
Inspection Type: Compliance
Evaluation
Inspection Date: 04/12/2010
Time In: 09:30am
Time Out: 10:30am
Current Weather:
Recent Rain (Date)?
Rain — in
Location
Facility Address / Location: U.S. 17
City: Bridgeton I zip: County: Craven Lat: 0 1"N Long: - 0 1"W
Permit Information
Rule Subject to (circle one): 1988 Coastal Rule 1995 Coastal Rule 2008 Coastal Rule Session Law 2006-246
Goose Creek High Quality Waters Outstanding Resource Waters
Density (circle one), High (HD) Low (LD)
Stormwater Best Management Practices (BMPs) (insert number of each):
Wet Ponds X Infiltration Basins _Infiltration Trenches LD Swales _Stormwater Wetlands
_Dry Ponds Bioretention _Permeable Pavement Sand filters (circle one) Open Closed
Cistern _Level Spreader/Filter Strip Other (spec):
Files Reviaw Yes No N/A N/E
I. Is the permit active?
X
2. Signed Engineer's Certification on file?
X
3. Signed Operation and Maintenance agreement on file?
X
4. Recorded Deed Restrictions on file?
X
Rita Visif- Ridif llnnn Area MIMI Yes No NIA N/E
5. BUA is constructed and consistent with the permit requirements?
X
6. BUA (aspermitted) is graded such that the runoff drains to the system? (high density only)
X
7. Drainage area is consistent withpermit? i.e. no un ermitted drainage to the SW BMPs
X
8. Drainage area is stabilized? (to reduce risk of sedimentation to the SW BMPs)
X
Site Visit: Stormwater BMPs Yes No NIA N/E
9. Stormwater BMPs are located per the approvedplans?
X
10. Stormwater BMPs have dimensions (e . length, width, area) matching the approvedplans?
X
11. Stormwater BMPs are constructed per the approvedplans?
X
Site Visit: Oneration and Maintenance Yes No N/A N/E
12. Access points to the site are clear and well maintained?
X
13. Trash has been removed as needed?
X
14. Excessive landscape debris (grass clippings, leaves, etc) is controlled?
X
15. Stormwater BMPs being operated and maintained as per the permit requirements?
X
16. Inspection and Maintenance records are available for inspection? (high density only, 1995 — present only)
X
Yes
issues as noted durine the
State Stormwater Inspection Report, Version 3.0_3-09 Pagel of2

State Stormwater Inspection Report
The facility was found to be in Compliance with permit SW7070408. However, to avoid further actions by this office you
must submit a signed Engineer's Certification (a copy is enclosed) as well as maintenance records within thirty (30) days of
receipt of this report.
of the
See Inserts
Compliance Status X Compliant Non -Compliant
Letter Sent (circle one): Yes No Letter type: CEI NOV NOVRE Other
Date Sent: July 08. 2010 Reference Number:
Inspector Name and Signature: Date: July 08, 2010
State Stormwater Inspection Report, Version 3.0 3-09 Page 2 of 2

INFILTRATION BASIN O & M Inspection Report
I' Inlets and Phetreatrrient . I . ,` ur' _ _}." " _- , ' >. "`:`,: I
1. Drainage area is managed to reduce the sediment load to the basin:
2.
Bypass structure / Vegetated filter is free of erosion and obstructions:
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3.
Inlet device is free of erosion, damage or clogs:
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Pretreatment area free of excessive sediment:
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Pretreatment area is free of erosion:
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6.
Rip rap (if used) is in correctly placed:
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7.
Perimeter of the infiltration basin is free of bare soil or erosion:
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Vegetation around the basin is maintained at —6 inches height:
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Slopes and bottom are free of erosion and woody vegetation (trees or shrubs):
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'Main Triatih4brit *6 4 1
10.
Main treatment area is free of weeds:
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11.
Vegetation in the basin is maintained at —6 inches height:
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12.
Main treatment area is free of excessive sediment:
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Main treatment surface area is free of clogs:
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14.
Basin is drained and it has been more than 5 days since last rain:
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J. o6uet Device
15. Outlet device is free of erosion, clogs or damage:
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16. Orifice size matches approved plans:
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Relative elevations match approved plans:
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Outlet device draining properly — (free of standing water, cattails, etc.):
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V3.3_09

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INFILTRATION SITE VISIT REQUEST
Name of the Project: Bridgeton Bargain Bin, Bridgeton, NC
Location (attach a clear vicinity map): 120 C St., Bridgeton, NC
Street address, SR number, community, etc.
Directions from the nearest major intersection: site is located between US Hwy 17,
D Street (Old US 17), and C Street in Bridgeton.
Owner/Applicant Name: Applicant: Boddie Noell Enterprises Inc.
Consultant Name: Commercial Site Design, PLLC
Consultant Contact Information: Daniel Brown, Proiect Engineer, phone: [phone],
fax: [phone], email: brown csitedesign.com
Phone, tax, email, etc.
#1 #2 #3 #4 #5 #6 #7 #8
Existing ground elev. @basin/trench= 7.5 7.5 10.0
SHWT elev.=
SHWT plus 2' (max. bottom elev.)=
Date/Time of Soils Investigation
Summary/Comments:
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation. If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 21-1.1000, and assumes no liability should the system fail.