SW7060819_CURRENT PERMIT_20061003

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWDQ�?
DOC TYPE
L�7CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
UQ 3
YYYYMMDD

Michael F. Easley, Governor
William G. Ross Jr„ Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 3, 2006
Mr. David Evans, Jr., President
Garris-Evans Lumber Company
PO Box 2548
Greenville, NC 27836
Subject: Stormwater Permit No. SW7060819
Garris Evans Lumber Company
High Density Project
Craven County
Dear Mr. Evans:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Garris Evans Lumber Company on September 22, 2006. Staff review of
the plans and specifications has determined that the project, as proposed, will comply
with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW7060819 dated October 3, 2006, for the construction of the
subject project.
This permit shall be effective from the date of issuance until October 3, 2016, and shall
be subject to the conditions and limitations as specified therein. Please pay special
attention.to.the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming,to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Scott Vinson, or me at [phone].
Tncerely,
V 7,J
Al H
Regional Supervisor
Surface -Water Protection Section
AHlsav: C:ISTORMWATERIPERMIT1SW7060819
cc: Michael Tolson, PE
Graven County Building Inspections
ashington Regional Office
Central Files
North Caro
Alaturai
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Intemet: w},vw.ncwaterqualitu ore. 943 Washington Square Mail, Washington, NC 27889 1-877-623-6748
An Equal Opportunity)Affirmative Action Employer— 50% Recycledh 0% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7060819
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
Garris-Evans Lumber Company
Garris-Evans Lumber Company — New Bern Site
Craven 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 October 3, 2016, 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 1.7 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 239,365 square feet of
impervious area.
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 per
approved. plans.
Final plans including site layout and drainage for the "Future" area shall be
J submitted and approved by the -Division prior to the construction of any of the
future impervious area..
Page 2of7

State Stormwater Management Systems
Permit No. SW7060819
7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres: 6.81
b. Total Impervious Surfaces, ft2: 239365 (5.50ac.)
c. Design Storm, inches: 1.0
d. Pond Depth, feet: 7.50
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 23.00
g. Permanent Pool Surface Area, ft2: 10,007
h. Permanent Storage Volume, ft3:. 29,610
i. Permitted Forebay Volume, ft3: 5,472
i. Temporary Storage Elevation, FMSL: 25.10
j. Temporary Storage Volume, ft3: 24,020
k. Controlling Orifice: 1.75" � pipe
I. Receiving Stream/River Basin: Brice Creek 1 Neuse
M. Stream Index Number: 27-101-40-(1)
n. Classification of Water Body: "C; Sw, NSW"
II. SCHEDULE OF COMPLIANCE
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. Mowinq 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. SW7060819
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. 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.
6. 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. .
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. 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.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. 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.
12. 1 The Director may notify the permittee when the permitted site does not meet one
or more of the minimurxv 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.
13. This permit shall be effective from the date of issuance until October 3, 2016.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7060819
III: GENERAL CONDITIONS
1. 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 of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 3`d day of October, 2006.
RTH YAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-- t- ]�� for
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7060819
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7060819
Garris-Evans Lumber Compansy
Stormwater Permit No. SW7060819
Craven County
Designer's Certification
I, , as a duly registered
in the State of North -Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number _
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7060819
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed'with permanent vegetation.
9. Vegetated slopes are no steeper than 11.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Craven County Building Inspections
Page 7 of 7

:OFFICE USE ONLY '
Date Received
Fee Paid
Permit Number
a
()6081
-IS WAC-K- $ l-1-9la4P
State of North Carolina
Department of Environment and Natural Resources
AUG " 2C,0.6 Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
t 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):
Garris-Evans Lumber Company .
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
David Evans, Jr, i�2Gs�bc.�T
3. Mailing Address for person listed in item 2 above:
PO Bax.vs=:5 t Z521Z
Ci ty: Greenville State: NC zip:2783%
Telephone Number: ( 252 ) -754 1175
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Garris Evans Lumber Company
5. Location of Preject (street address):
near Intersection of NCSR 1121 (Garner Road) and NCSR 1113 (Old Cherry Point Road)
City: New Bern County: Craven
6. Directions to project (from nearest major intersection):
From Intersection of NCSR 1121 (Garner Road) and NCSR 1113 (Old Cherry Point Road) project is
approximately 1000 feet on the left
T Latitude: 35.05670 Longitude:-77,01980 of project
8. Contact person who can answer questions about the project:
Name: Michael D. Tolson, P.E. Telephone Number: (252�752-4135-4135
II. PERMIT INFORMATION:
1. Specify whether project is (check one)
0 New
0 Renewal Modification
Form SWU- 101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. 'SpeWi ffieltype of p'r d (check one):
❑ Low Density 0 High Density ❑ Redevelop ❑ General Permit ❑ Other
4. Additional Project Requirements (check applicable blanks):
OCAMA Major QSedimentation/Erosion Control D404/401 Permit ONPDES 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
(one to two pages) describing stormwater management for the project .
The first inch of Stormwater will be collected via a storm drainage pipe network into a wet detention facility where it will be released over a
period of two to five days.
2. Stormwater runoff from this project drains to the Neuse
3. Total Project Area: 7.00 acres
5. How many drainage areas does the project have? 1
River basin.
4. Project Built Upon Area: 81 %
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 I
Drainage Area 2
Receiving Stream Name
Brice Creek
Receiving Stream Class
C, Sw, NSW
Drainage Area
6.81
Existing Impervious* Area
12,385 SF
Proposed Impervious*Area
5.50
% Impervious* Area (total)
81
Impervious` Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
71,330 SF
On -site Streets
6,650 SF
On -site Parking
11,825 SF
On -site Sidewalks
0
Other on -site
149,560 SF (GRAVEL)
Off -site
0
Total: 239,365 SF
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

7. How was the off -site impervious area listed above derived? nla
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all.,
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
NIA as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials. ,
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted.
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
Scale
Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Rivers and Associates
Mailing Address: PO Box 929
City: Greenville
Phone: ( 252 ) 752-4135
VIII. APPLICANT'S CERTIFICATION
State: NC Zip: 27835
Fax: (252 ) 752-3974
I, (print or type name of person listed in General Information, item 2) David Evans, Jr.
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the pr will be constructed in conformance with the approved plans, that the required deed restrictions
and protec ve venants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H . 000. _ �J
Signature:
Date: 2 f 0
Form SWU-101 Version 3.99 Page 4 of 4

PcnnitNo. 706 0T19
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality � I V E I-j"
STORMWATER MANAGEMENT PERMIT APPLICATION'914
WET DETENTION BASIN SUPPLEMENT SEP 2 21006
This form may be photocopied for use as an original DWQ
PROJ #
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for cacti basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Proicet Name: Gams -Evans Lumber Company
Contact Person: Michael D. Tolson Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to: -
elevatiozzs
752-4135
Basin Bottom Elevation
15.5
ft.
(floor of The basin)
Permanent Pool Elevation
23
ft.
(elevation of the orifice)
Temporary Pool Elevation
25.1
ft.
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area
10,007
sq. ft.
(water surface area at the orifice elevation)
Drainage Area
6.8
ac.
(on -site and of -site drainage to the basin)
Impervious Area
5.50
ac.
(on -site arzd off -site drainage to the basin)
volumes
Permanent Pool V01ume
29,610
cu. ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
24,020
cu. ft.
(volume detained above the permanent pool)
Forebay Volume
5,472
cu. ft.
(approximately 20% of total volume)
Other parameters
SA/DAI
2.83
(surface cm -ea to drainage area ratio fi-om DWQ table)
Diameter of Orifice
1.75
in.
(2 to S day temporary pool draw -Clown required
Design Rainfall
1
in.
Design TSS Removal 2
90
%
(ininimzum 85% required)
Fomi S W U-102 Rev 3.99 Page 1 of 4

Footnotes:
' when using the Division SA/DA tables, the correct SAMA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
11. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a.
b.
Wl9s1 C.
t1 d.
1Y% e.
f.
9.
h.
.
W M
7,�
The permanent pool depth is between 3 and Yfeet (required minimum of 3 feet).
The forebay volume is approximately equal to 20% of the basin volume.
The temporary pool controls runoff from the design storm event.
The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
The basin length to width ratio is greater than 3:1.
The basin side slopes above the permanent pool are no steeper than 3:1.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the permanent pool elevation is specified.
A trash rack or similar device is provided for both the overflow and orifice.
A recorded drainage casement is provided for each basin including access to nearest right-
of -way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
Ix in. A mechanism is specified which will drain the basin for maintenance or an emergency.
111. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does ® does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, ete.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accut ulated sediments.
,�
When the permanent pool depth reads-1-8fr feet in the main pond, the sediment shall be removed.
S. 69s
When the permanent pool depth reads feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(Jill in the blankv)
p Permanent Pool Elevation 23
Sediment R\Ele
al El. 17.38 75' o
t
_ Sediment Removal Elevation 17.38 75%
Bottomation%15.5 --------------------•-------------•------------- ------
Bottom Elevation 15.5 25%
FOREBAY
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. if the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reducedto�75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate 'nto accumulated sediments.
as�I 9/, V
When the permanent pool depth reads feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads feet in the forebay, the sediment shall be removed.
BAST DIAGRAM 4p�✓ �� ��j1~"�"
ill in he blanks) ` '
rw tl
r, Permanent Pool Elevation
23
Sediment Ren oval El. 17.75 175 o
-----E
---
♦♦__ Sediment Remov Elevation 17.75 75"/0
BottomEle ation 0------------------------------�-__---------- -
Bottom � levation 6 25%
FOREBAY� MAINPOND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of

"7'. '~All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Garris-Evans Lumber Company _ p Fv
Title: President
Address•• PO Box 3353, Greenville, NC 27835
Phone: (�52'JgU-1175
Signature;
' V
Date: N ilzIlOG _
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, :'Auc S NL(ZP , a Notary Public for the State of North Carolina
County of _ PI-rK _ do hereby certify that David Evans, Jr.
personally appeared before me this,._Z, 1 day of pp,&_, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
u `pp11NHn1lh��
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9 7Aig1,
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b • � s
SEAL
My commission expires S 1 1 ZO1 D
Form SWU-102 Rev 3.99 Page 4 of 4

. Compliance Inspection Report
Permit: SW7060819 Effective: 10/03/06 Expiration: 10/03/20 Owner: Garris-Evans Lumber Company
Project: Garris Evans Lumber Company - Express
County: Craven Garner Rd Old Cherry Point Rd
Region: Washington
New Bern NC 28560
Contact Person: David Evans Title: Phone:
Directions to Project:
From intersect of NCSR 1121 (Garner Rd) and NCSR 1113 (Old Cherry Point Rd) project is approx 1000' on the left
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 1 - (Brice Creek) (03-04-10) ( C;Sw,NSW)
On -Site Representative(s):
Related Permits:
Inspection Date: 08/23/2012 Entry Time: 03:15 PM
Primary Inspector: Scott A Vinson
Secondary Inspector(s):
Reason for Inspection: Complaint
Permit Inspection Type: State Stormwater
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
0 State Stormwater
(See attachment summary)
Exit Time: 04:00 PM
Phone: [phone]
Ext.208
Inspection Type: Compliance Evaluation
Page: 1

Permit: SW7060819 Owner - Project: Garris-Evans Lumber Company
Inspection Date: 08/23/2012 Inspection Type: Compliance Evaluation Reason for Visit: Complaint
Inspection Summary:
Visited site in response to flooding/drainage complaint from neighbor of lumber site. All aspects of the State Stormwater
permit and approved plans appear to be in compliance. It had rained on the day of inspection and was drizzling during
the site visit. The neighbor's yard did not have standing water at the time of the visit, however there was water in the
NCDOT right of way ditch running in front of property approximately 9-12 inches deep, flowing northeast down Garner Rd.
towards and under Old Cherry Point Rd. prior to draining into the Neuse River.
Page: 2