SW8040430_HISTORICAL FILE_20050818

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

State Stormwater Management Systems
Permit No. SW8 040430
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Eddie Uzzell
Uzzell Car Wash -Lots 2, 3 & 4 Atlantic Plaza
Highway 210 Sneads Ferry, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A.NCAC 2H .1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until May 18, 2015, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 85,391 square feet of
impervious area. The pond has been designed for 85% TSS removal, therefore,
it must be operated with a 30' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 040430
0
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Area, ft2:
h. Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL
i. Controlling Orifice:
k. Permitted Forebay Volume, ft3
I. Receiving Stream/River Basin:
M. Stream Index Number:
n. Classification of Water Body:
Il. SCHEDULE OF COMPLIANCE
2.51
109,335
0
85,391
1
4.0
85%
32.0
6,150
6,875
33.0
1"O pipe
3,481
Mill Creek 1 White Oak
W OK02 19-30-1
"SA" (project is >1/2 mile from)
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 040430
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 116 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 040430
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 18th day of May 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

Eddie Uzzell /Atlantic Plaza SW8 040430
Subject: Eddie Uzzell /Atlantic Plaza SW8 040430
From: Linda Lewis <[e-mail]>
Date: Tue, 10 May 2005 17:51:24 -0400
To: Mike Gallant <gallantmc cr yahoo.com>
Mike:
I have reviewed the information you submitted for the subject project on May 3,
2005, and have the following comments:
1. I think there is a math error in the forebay volume. I am unable to determine
how you arrived at a required forebay volume of 3,197 cubic feet. If the permanent
pool volume is 13,519, then 20% of that is 2,704 cubic feet. The forebay volume
provided is 3,481 cubic feet which is almost 26% of the total volume. However,
since the forebay and the pond are the same depth, this is not an issue for this
pond. Please keep in mind that the where the forebay is not as deep as the pond,
the forebay volume must be in the range of 18%-22% of the permanent pool volume.
Please correct the forebay calculations and submit two sets of the revised sheet 2.
2. Only one set of revised plans was submitted. At a minimum, I need two sets.
Thanks,
Linda
1 of 1 5/10/2005 6:06 PM

Michael C. Gallant P.E., P.A.
P. O. Box 4039 • Surf City, NC • 28445 • 910.328.2188 • Fax: [phone]
NCDENR-DWQ U 6(00P
127 Cardinal Rd Ext
Wilmington, NC
Attn: Linda Lewis
� zZ e (I C- Wo5� - t Lf s Z 3 � 4- /`� + � �I L- pl-aZ2
Re: A�t-fantic-Plaza I
May 3, 2005
Dear Linda,
In response to you comment letter dated April 26, 2005 please note the following:
l . There are no wetlands on the site and a note has been added on the plan.
2. The map showing the distance to the property line was printed from the county
tax maps as a jpeg file. The dimensions of the property lines were known but
there is no definitive scale. I have included a wetlands map, supplied
electronically by Cavanaugh and Associates and included it as page 3. The scale
on this map is 1" = 200'. Please note that Mill Creek is located on the opposite
side of the eastern property line.
3. 1 have included two copies of page 1 and 2 of the application. I apologize for the
poor quality of the originals.
4. A note has been added on sheet 2 for the wetland species vegetation and the side
slope planting.
5. A calculation for permanent pool volume has been added to the calculation sheet.
6. The calculation sheet has been revised to reflect the correct areas and volumes.
7. The pond bottom has been modified so that the bottom is flat. Average depth is
4'.
8. The outlet structure detail is located in the upper left !land corner of sheet 2.
Thank you for all your help. If you have any other comments please e-mail them to me.
Sincerely,
Michael C. Gallant, PC.

�0F WArF, Michael F, Easley, Governor
p G William G. Ross, Jr., Secretary
v� r North Carolina Department of Environment and Natural Resources
� y
0 Alan W. Klimek, P.E. Director
Division of Water Quality
April 26, 2005
Mr. Eddie Uzzell
PO Box 1913
Goldsboro, NC 27530
Subject: Request for Additional Information
Stormwater Project No. SW8 040430
Uzzell Carwash Atlantic Plaza Lots 2, 3 & 4
Onslow County
Dear Mr. Uzzell:
The Wilmington Regional Office received an Express Stormwater Management Permit
Application for Uzzell Carwash Atlantic Plaza Lots 2, 3 & 4 on April 22, 2005, with a scheduled
review date of April 22, 2005. 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. Please either delineate all wetlands on site, disturbed or undisturbed, or note on the
plans that none exist.
2. Please provide the scale of the map used to demonstrate that this project is located
Y2 mile from SA waters.
3. Please provide revised pages 1 and 2 of the application. Half of page 2 is obliterated
by a 2" wide blank space running down the left side.
4. Please specify pond side slope vegetation and the wetland species to be planted on
the 6:1 shelf. The forebay and pond section detail says to refer to the "pond detail"
for these plantings, but I am unable to locate a detail by this name or the names of
the specific wetlands plants.
5. Please provide the calculation for determining that the permanent pool volume is
15,988 cubic feet.
6. There are several minor discrepancies in the calculations. The permanent pool
surface area provided is alternately either 6,100 ft2 or 6,150 ft2, the minimum 1"
volume is alternately either 6,860 ft3 or 6,788 ft3. The 2 and 5 day flowrates for the
orifice are calculated using 6,788 ft3, when 6,860 ft3 appears to be the correct
number. These differences are so minor that the orifice size is not affected. Please
revise the calculations and be consistent when reporting and calculating these
numbers.
7. The pond depths listed in the SAIDA charts are average depths. Most engineers use
a flat bottom, so average depth equals the depth at the deepest part of the pond.
However, this pond has a sloping bottom, and is only 2' deep at the forebay end and
4' deep at the outlet end, for an average depth of 3'. The 6,150 ft of surface area
provided was based'on a 4' average depth, and is not enough to meet the required
surface area for a 3' deep pond. Please either provide a flat, 4' deep pond bottom, or
provide sufficient surface area for a 3' deep pond @78.1 % impervious.
{North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel -877-623.6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enrstate.nc.us One
Na'}rt hC aro l/i fna
�j
An Equal OpperlunitylAffirmafive Action Employer— 50% Recycled110% Post Consumer Paper d Vaturafiil

Mr. Uzzell
April 26, 2005
Stormwater Application No. SW8 040430
8. There is no outlet structure detail on sheet 3, as referred to on the pond
dimension plan.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to May 4,
2005, 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 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.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone]..
Sincerely,
Linda Lewis
Environmental Engineer
ENB/arl: S:1WQSlSTORMWATERIADDINFO120051040430.apr05
cc: Mike Gallant, P.E.
Linda Lewis
Page 2 of 2

OFFICE USE ONLY
Date Received
Fee Paid
PerrmiL Number
4-2Z-0 s 57--13-05
1 'S A( �r
5W 10 ¢v 30
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
iE[,)V)It--Z7 1�`-�z -?,-I=LC µ
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
City: 62G L0,;� O C &C State: Zip: 2Ca
Telephone Number;
9. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
l4 I L lA k-y j (- ?�L lq -?-- lA
5. Loc tion of Project (street address):
�1r 21(.-
City: S ty ,_ County: (2, ►Q S LW T
6. Directions to project (from nearest major intersection):
T 1�'l e LL7 G b.f i is
7. Latitude: -a_ s 4 7G —Longitude:�� i of project
8. Contact person who can answer questions about the project:
Name: rr41�-It- � i-� L--.- . _- Telephone Number: ( J/[
II, PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal Modification
Form SWU-101 Version 3.99 Page l of
W

2. If this application is being s+P!' ted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of projeect� (check one):
Low Density h High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major )c Sedimentation/Erosion Control �404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(lone to two pages) describing stormwater management for the project .
1415J DtrT-ePi►iGil `" �C.� VCR T-71tLTC, 1z
2. Stormwater runoff from this project drains to the `� V 1 G 6A �, River basin.
3. Total Project Area: 71. �15 acres 4. Project Built Upon Area: - � • %
5. How many drainage areas does the project have?�
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below,
Basin Information
Drainage Area 1
Drainage Area.2
Receiving Stream Name
Receiving Stream Class
Is A
Drainage Area
3 ' S
Existing Impervious* Area
Z lt�t3 AOL i,.jiA
Proposed Impervious*Area
3
% Impervious* Area (total)
,
Impervious* Surface Area
Drainage Area 1
'Drainage Area°2
On -site Buildings
ZL 14
On -site Streets
On -site Parking
6 4
On -site Sidewalks
Other on -site
Off -site
Total: S 3
Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

NC DENR - DIVISON OF WATER QUALITY
0312 WHITE OAK RIVER BASIN
Classification
Name of Stream Description Class Date Index No.
Cowhead Creek
From source to Frenchs Creek
SC;NSW
08/01/91
19-24-2
Duck Creek
From source to New River
SC;NSW
08/01/91
19-25
Whitehurst Creek
From source to New River
SC;HQW,NSW
08/01/91
19-26
NEW RIVER
From a line extending across
SA;HQW
06/01/60
19-(27)
New River from Grey Point to
a point of land
approximately 2200 yards
downstream from mouth of
Duck Creek to Atlantic
Ocean; including all unnamed
bays, creeks, and other
waters except restricted
areas # 1 and # 2
described below.
Goose Creek
From source to New River
SC;HQW
06/01/90
19-28
Two Pole Branch
From source to New River
SC;HQW
08/01/90
19-29
Stones Bay
Entire Hay
SA;HQW
06/01/56
19-30
Mill Creek
From source to Stones Bay
SA;HQW
06/01/56
19-30-1
Muddy Creek
From source to Stones Bay
SA;HQW
06/01/56
19-30-2
Stones Creek
From source to Stones Bay
SA;HQW
06/01/56
19-30-3
Millstone Creek
From source to Stones Creek
SA;HQW
06/01/56
19-30-3-1
New River Restricted Area
All waters within 1,000
SC
06/01/56
19-31
# 1
yards of earthen dock at the
United States Marine Corps
Rifle Range
Everett Creek
From source to New River
SA;HQW
06/01/56
19-32
Ellis Cove
Entire Cove
SA;HQW
06/01/56
19-33
Sneads Creek
From source to Ellis Cove
SA;HQW
06/01/56
19-33-1
Bay
Fannie Creek
From source to New River
SA;HQW
06/01/56
19-34
Wheeler Creek
From source to New River
SA;HQW
06/01/56
19-35
Courthouse Bay
Entire Bay
SA;HQW
06/01/56
19-36
New River Restricted Area
All waters within a line
SC
06/01/56
19-37
# 2
beginning at the
Government Dock in front
of U.S. Coast Guard
Detachment Barracks at
Marines and running a
southwest course 1,000 yards
to Channel Marker #13,
thence a southeasterly
course 1,000 yards to
Flash Beacon # 11, thence
a northeasterly course 500
yards to al point on the
mainland at Wilkins'
Bluff, thence following
the shoreline to the
Government Dock
3
2B .0300
'1VD -," 0z

�OF WA%RQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
�O G North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
O Y Division of Water Quality
Coleen Sullins, Deputy Director
Division of Water Quality
April 29, 2004
Mr. Uzzell
Uzzell Properties
117 April Lane
Goldsboro, NC 27530
Subject: REQUEST FOR STORMWATER
MANAGEMENT
PERMIT APPLICATION
Uzzell Car Wash
Stormwater Project No. SW8 040430
Onslow County
Dear Mr. Uzzell:
On April 21, 2004, the Wilmington Regional Office received a copy of a Notice of Violations of the
Sedimentation Pollution Control Act for the subject project. The North Carolina Administrative Code requires any
project that must receive either Sedimentation and Erosion Control Plan approval and/or a CAMA Major permit to
apply for and receive a Stormwater Management Permit by the Division of Water Quality. Any construction on
the subject site, prior to receipt of the required permit, will constitute a violation of 15A NCAC 2H.1000 and may
result in appropriate enforcement action by this Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed application form,
fee, and supporting documentation, or a written response regarding the status of this project and the expected
submittal date must be received in this Office no later than May 31, 2004. Failure to respond to this request may
result in the initiation of enforcement action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan approval letter
must NOT be considered the Coastal Stormwater Management Permit, which will be signed by the Water Quality
Supervisor. Please reference the Project Number above on all correspondence. If you have any questions,
please call me at (910)-395-3900.
Sincerely,
Linda Lewis
Environmental Engineer I
RSS/bar: S:1WQSISTORMWATISTORMSUB\040430.Apr
cc: Mike Morris, Onslow County Building Inspections
Linda Lewis
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] (fax)

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Land Resources
Land Quality Section
Michael F. Easley, Governor
William G. Ross Jr., Secretary
DYED
APR 2 1 7004
April 20, 2004
A -i
f
ML
NCDENR
ENVIRONMENT AND NATuFw. RMOURC"
NOTICE OF VIOLATIONS OF THE
SEDIMENTATION POLLUTION CONTROL ACT
CERTIFIED MAIL 7003 2260 0005 0986 8897
RETURN RECEIPT REQUESTED
Uzzell Properties
Mr. Uzzell 7
117 April Lane
Goldsboro NC 27530
Project Name: Uzzell Car Wash
Project No: Onslo-2004-288
Onslow County
Dear Mr. Uzzell:
On April 15, 2004, personnel of this office inspected a project located Highway 210, Sneads
Ferry in Onslow County, North Carolina. This inspection was performed to determine compliance with
the North Carolina Sedimentation Pollution Control Act of 1973. The inspection revealed a land -
disturbing activity of approximately 1.19 acres being conducted.
It is our understanding that you or your firm are responsible for this land -disturbing activity.
The purpose of this letter is to inform you that this activity was found to be in violation of the Act,
NCGS 1 13A-50 to 66, and Title 15A, North Carolina Administrative Code, Chapter 4. If you feel that
you are not responsible for the following violations, please notify this office immediately.
The violations that were found are:
Failure to file an erosion and sedimentation control plan with this office at least 30 days
prior to beginning a land -disturbing activity on a tract comprising more than one acre,
when more than one acre is to be uncovered, failure to secure this office's prior
approval of the plan for any land -disturbing activity prior to beginning the land -
disturbing activity. NCGS. 113A-54(d)(4), G. S. 113A-57(4) and 15A NCAC
4B.01O7(c).
Approximately 1.19 acres of land disturbance has occurred in conjunction with this
development.
An acceptable erosion and sedimentation control plan must be filed with and approved by this
office and implemented on the site sufficient to prevent off -site sedimentation. Until the required plan
has been approved, temporary measures must be provided immediately to control
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

of _r
Mr. Ezzell
April 20, 2004
Page 2
erosion and prevent sedimentation damage. Any additional land -disturbing activities conducted
without an approved erosion and sedimentation control plan will constitute additional violations of the
Act. We will notify you following our review of the plan if additional measures are required.
2. Failure on a tract of more than one acre, when more than one acre is uncovered, to
install sedimentation and erosion control devices sufficient to retain the sediment
generated by the land -disturbing activity within the boundaries of the tract during
construction upon and development of the tract: G.S. 113A-57(3).
No erosion control measures have been installed.
To correct these violations, you must:
1. Stop work.
2. Submit a Sedimentation/Erosion Control Plan and applicable materials to this office for
review.
3. Install erosion control measures sufficient to keep the sediment on the site.
Please note that merely planting grass'seed does not satisfy the requirements of "vegetative
cover" or of "ground cover sufficient to restrain erosion." These requirements are not satisfied until
a standing cover of grass or other ground cover is established which is, in fact, sufficient to restrain
accelerated or man-made erosion.
The initial one day civil penalty could be an assessment of up to $5,000.00. A time period for
compliance is not required for this initial one day civil penalty pursuant to NCGS 1 13A-61.1 (c) and
NCGS 1 13A-64(a)(1). An initial one day civil penalty is being considered for this project.
If the violations described in this Notice are not corrected within 30 days following your
receipt of this Notice, the Division of Land Resources may take additional appropriate legal action
against you pursuant to NCGS 113A-64. That action could be the assessment of additional civil
penalties and may result in the initiation of other remedies as prescribed by the Act. If additional civil
penalties are assessed for the violations, the amount may be up to $5,000.00 per day for each day
of the violation pursuant to NCGS 133A-64(a)(1). If all violations are corrected within the time period
specified for compliance, additional civil penalties or legal remedies will not be pursued.
Any new land -disturbing activity associated with this project should not begin until the area
presently disturbed is brought into compliance with the Act. When corrective actions are complete,
you should notify this office so that the work can be inspected. You should not assume that the site
is in compliance with the Act until we have so notified you. In addition, once compliance has been
achieved, all installed measures must be satisfactorily maintained until development is complete and
the site is fully stabilized to avoid further violations of the Act.
We solicit your cooperation, and would like to avoid taking further enforcement action. At the
same time, it is your responsibility to understand and comply with the requirements of the Act.

lik
Mr. Ezzell
April 20, 2004
Page 3
Copies of the relevant statute and administrative rules may be examined at this office or will be sent
to you upon request. Should you have questions concerning this Notice or the requirements of the
Act, please contact either Janet Russell or me at your earliest convenience.
Please do not hesitate to contact me regarding any questions you might have about this
matter.
DES//asb
cc: Sedimentation Specialist
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t-6WQ-WiRO
Enclosure: Inspection Report
Sincerely,
L�1
Daniel Sams, P.E., M.E.
Regional Engineer

Pl 6 Z,A
NORTH C✓IROLINA DEPWRTMENT OF ENVIRONMENT AND NWTURAL RESOURCES
LAND QUALITYSECTION.-127 Cardinal Drive, Ext., Wiln?ineton, NC28405-3945 [phone]
County �` ns � Ck,) Project:
Person Financially Responsible: t_�
Address:
1. Project Location - -+C,`n t Al Pr-0 1-� a Pictures: No Y Yes ❑
2. Weather and Sol] Conditions t
3. Is site currently under notice of violation? Yes ❑ No
4. Is the site in compliance with the S.P.C.A. and the rules'
S. Violations:
I "a. No approved plan, G.S. 113A-57(4) and 15A NCAC 413.0107(c)
❑ b. Failure to follow approved plan, G.S. 113A-61.1
❑ c. Failure to submit revised plan, G.S. 113A-54.1(b) and
15A NCAC 413.011S(a)
❑ d. Failure to provide adequate groundcover, G.S. 113A-57(3) and
15A NCAC 4B.0107(b) or 15A NCAC 4B.0124(e)
e. Insufficient measures to retain sediment on site, G.S. 113A-57(3)
❑ f Failure to take all reasonable men ures l5A NCAC 4B 0105
Case #
River Basin t-
Project # 11\ 5 00 L.! - 7L�
Prints ❑ Slides ❑ Digital ElVideo ❑
Yes ❑ No ©f If no, check violations below:
Elg. Inadequate buffer zone, G.S. 113A-57(1)
❑ h. Graded slopes and fills too steep, G.S.113A-57(2)
or 15A NCAC 4B.0124(6)
❑ i. Unprotected exposed slopes, G.S. 113A-57(2)
❑ j. Failure to maintain erosion control measures,
15A NCAC 4B.0113
❑ k. Other (describe)
6. NPDES Permit Violation? Yes No ❑ Describe , _IVU l0— CU / 1 .°t 1* # f.�_ _ S .1n �
7. Has sedimentation damage occurred since last inspection? Yes ❑ If yes, cohere? (check all that apply): No ❑
Lake/narural watercourse on the tract ❑ Lake/natural watercourse off the tract ❑ Other property ❑
Description:
Degree of damage: Slight ❑ Moderate ❑ Severe ❑
S. Contact made with (Name) _ _ _ =1C 13 e _ Title
Inspection Report given ❑ or sent t`' , to Person Financially Responsible Date given/sentU�-
9. Corrective actions needed:
L ll t. t >i SSUG{ R Vc--14II {
Cd400` X aco r,r
10. Comments:
Report
Date
rAt�t}f1 I�AC�itrC� IS �r�rG
Others present
Time arriving at site:
Tiane leaving site:
cc: