SW8040401_CURRENT PERMIT_20040427

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWs!O4U�G'o
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

r.
OF WA rFR Michael Easley, Governor
_ Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
> Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H- Sullins, Deputy Director
Division of Water Quality
April 27, 2004
Mr. Howard Penton
Interstate Business Park, LLC
P.O. Box 1229
Wilmington, NC 28402
Subject: Permit No. SW8 040401
Interstate Business Park
High Density Stormwater Project
New Hanover County
Dear ivir. Penton:
The Wilmington Regional Office received a complete Stormwater Nfanagement Pernut .
Application for Interstate Business Park on April 26, 2004. Staff review of the plans and specifications
has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Title I5A NCAC 2H.1000. We are forwarding Permit No. SW8 040401 dated April 2 7, 2004, for the
construction of Interstate Business Park.
This permit shall be effective from the date of issuance until April 27, 2014, 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 fled with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are trade this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Laurie Munn, or.me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/:Ism S:IWQSISTORIVnVATWRMM04040Laptfl4
cc: Charlie Cazier
New Hanover County Building Inspections
Beth E. Wetherill, New Hanover County Engineering
Laurie Munn
Wilmington Regional Office
Central Files
N. C- Division of Water Quality 127 Cardinat Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax
Customer Service
1 800 623-77s3
R

State Stormwater Management Systems
Permityo. SW8 040401
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
Interstate Business Parr LLC
Interstate Business Park
New Hanover County
FOR THE
construction, operation and maintenance of 4 wet detention ponds 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 April 27, 2014, 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 on page 3 and page 4 of this permit, the Project Data Sheet. The stormwater
control has been designed to handle the runoff from 1,965,549 square feet of impervious
area.
3. The tract will be limited to the amount of built -upon area indicated on pale 3 and page 4
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. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.

State Stormwater Management Systems
zn
Permit No. SW8 040401
DIVISION
OF WATER QUALITY
PROJECT
DESIGN DATA SHEET
Project Name:
Interstate Business Park
Permit Number:
SW8 040401
Location:
New Hanover County
Applicant:
Mr. Howard Penton
Mailing Address:
Interstate Business Park, LLC
P.O. Box 1229
Wilmington, NC 28402
Application Date:
April 26, 2004
Receiving Stream/River Basin:
Prince George Creek / Cape Fear
Stream Index Number:
CPF23 18-74-53
Classification of Water Body:
"C Sw"
Pond 1 Pond 2
Drainage Area, acres:
30.4 12.56
Onsite, sq. ft.:
1,324,133 547,304
Offsite, sq. ft.:
none none
Total Impervious Surfaces, sq. ft.:
875,885 367,185
Roads, sq. ft.:
62,300 27,885
Outlots, sq. ft.:
813,585 339,300
Pond Depth, feet:
7.0 7.0
TSS removal efficiency:
90% (no filter is required) ,
Permanent Pool Elevation, FMSL:
23.5 23.5
Permitted Surface Area, sq. ft.:
36,252 15,619
(at permanent pool)
Permitted Storage Volume, cubic ft.: 162,701 64,481
Temporary Storage Elevation, FMSL: 25.5 25.5
Controlling Orifice: 3.5" 2.5" �
(drawdown in 2-5 days)
Permitted Forebay Volume, cubic ft.: 35,196 14,112
3

State Stormwater Management Systems
Permit No. SW8 04040I
DIVISION
OF NVATER QUALITY
PROJECT
DESIGN DATA SHEET
Project Name:
Interstate Business Park
Permit Number:
SW8 040401
Location:
New Hanover County
Applicant:
Mr. Howard Penton
Mailing Address:
Interstate Business Park, LLC
P.O. Box 1229
Wilmington, NC 28402
Application Date:
April 26, 2004
Receiving Stream/River Basin:
Prince George Creek / Cape Fear
Stream Index Number:
CPF23 18-74-53
Classification of Water Body:
"C Sw"
Pond 3 Pond 4
Drainage Area, acres:
15.6 8.67
Onsite, sq. ft.:
677,672 377,798
Offsite, sq. ft.:
none none
Total Impervious Surfaces, sq. ft.:
486,179 236,300
Roads, sq. ft.:
32,979 0
Outlots, sq. ft.:
453,200 236,300
Pond Depth, feet:
7.0 6.0
TSS removal efficiency:
90% (no filter is required)
Permanent Pool Elevation, FMSL:
23.5 23.0
Permitted Surface Area, sq. ft.:
21,552 14,I49
(at permanent pool)
Permitted Storage Volume, cubic fi.: 92,834 46,146
Temporary Storage Elevation, FMSL: 25.5 25.0
Controlling Orifice: 2.51, 2.0" �
(drawdown in 2-5 days)
Permitted Forebay Volume, cubic ft.: 19,764 10,050
4

State Stormwater Management Systems
Permit No, SW8 040401
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. 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 unclog ing of outlet structure, orifice device, flow spreader,
catch basins and piping.
;. Access to the outlet structure must be available at all times.
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.
Decorative spray fountains will be allowed in the stormwater treatment system, subject to
the following criteria:
a. The fountain draws 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.
The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent
pool volume. The maximum pump power for a fountain in Pond 1 is 3/4
horsepower, in Pond 2 is t/4 horsepower, in Pond 3 is 1/3 horsepower, and in Pond
4 is 1/6 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.
5

State Stormwater Management Systems
Permit No. SW$ 040401
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, 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 CAv1A Major permit was
sought.
f. Filling mi , 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. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved 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. At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee. An access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property.
I I The-permittee must maintain compliance with the proposed built -upon area and ensure .
that the runoff from all the built -upon is directed into the permitted system.
14. 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 penmittee 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.
15. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification.
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 maybe 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 NNith
North Carolina General Statute 143-215.6A to 143-215.6C.
R

State Stormwater Management Systems
Permit No. SW$ 04040I
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) which have 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.
5. 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.
S. 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 27th day of April 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT.COMMISSION
_ Alan W. Klimek, P.E_, Director
Division of Water Quality
By Authority of the Environmental Management Commission
7

State Stormwater Management Systems
Permit No. SW8 046401
Interstate Business Park
Stormwater Permit No. SW8 04040I
New Hanover County
Designer's Certification
I, , as a duly registered
m 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:
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems
Permit No. SW8 040401
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. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8_ Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided_
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections
0

u
Date Received Fee Paid Permit Number
a q actow Sk_rKic)q v qo
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form niav be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual_ etc. who owns the project):
Interstate Business Park. LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Howard Penton Member Manager
3. Mailing Address for person listed in item 2 above:
P.O. Box 1229
City: Wilminaton State: NC Zip: 28402
Telephone Number: 910-251-5030
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Interstate Business Park
5. Location of Project (street address):
Southwest of the intersection of SR 1002 & SR 1318
City: �Wilmington County: New Hanover_
6. Directions to project (from nearest major intersection):
Southwest of the intersection of SR 1002 & SR 1318
7. Latitude : N 340 21'200" Longitude: W 77" 52' 05" of project
8. Contact person who can answer questions about the project:
Name: Phillip TrippTelephone Number: 910-763-5100
II. PERMIT INFORMATION:
1. SpecIA, whether project is (check one): X New 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. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_ CAMA Major X 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
(one to two pages) describing stormwater management for the project.
wet detention ponds with four separate basins
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 72.53 acres 4. Project Built Upon Area: _62.21 %.
5. How many drainage basins does the project have? _ 4
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.
�7 r +rtv1� P �-.-e-cyGir_ CYer,It- CFF%? W --7 i- S� n .:�tt)
Basin Information
Total Area
Drainage Basin I
Drainage Basin 2
Drainage Basin 3
Drainage Basin 4 .
Receiving Stream Name
1 pe-F•ear
N&-Gape-Fear
NE Fear
NE-C-ape Fear
N4;-Ca ar
Receiving Stream Class
C-S W
C-S W
C-S W
C-S W
C-S W
Drainage Basin Area
72.53 ac
30.4 ac
12.56 ac
15.56 ac
8.67 ac
Existing Impervious* Area
-
-
-
-
-
Proposed Impervious* Area
45.12 ac
20.11ac
8.43 ac
11.16 ac
5.42 ac
% Impervious* Area (total)
62.21 %
66.1 %
67.1 %
71.7%
62.5 %
Impervious * Surface Area
Total Area
Drainage Basin 1
Drainage Basin 2
Drainage Basin 3
Drainage Basin 4
On -site Buildings
-
-
-
-
-
On -site Streets
123,164 sf
62,300 sf
27,885 sf
32,979 sf
-
On -site Parking
-
-
-
On -site Sidewalks
-
-
-
-
-
Other on -site Future
1,842,385 sf
813,585 sf
339,300 sf
453,200 sf
236,300 sf
Off -site
Total:
E=1,965,549 sf
E= 875,885 sf
E=367,185 sf
E=486,179 sf
E=236,300 sf
* 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?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The follov<ring 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.
The, following covenants are intended to ensure ongoing compliance with state stormwater management permit
number 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 */-�W nJ- A square feet of any lot shall be covered by xtructures of impervious materials.
Impervious materials include asphalt, gravel, concrete, brick stone, slate or similar material but do not include wood
declang or the water surface ofswimming 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 runofffrom 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 ccrtify 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-l09
Innovative Best Management Practice Supplement
Farm 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.
• 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 and 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 storrawater 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): Tripp Engineering, P.C.
Mailing Address: 419 Chestnut Street
City: Wilmin on State: NC Zip: _28401
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, item 2) Howard Penton
certify that the information included ggthis permit application form is, to the best of my knowledge, correct and
that the project will structed jh c nformance with the approved plans, that the required deed restrictions
and protective cov a t . will rancor ed, and that the proposed project complies with thf re uirements of 15A
NCAC 2H .1000
Signature: Date:
Form SWU-101 Version 3,99 Page 4 of 4

TE 01 122
Attachment "A"
Interstate Business Park
New Hanover County, NC
Lot Number
Impervious Area
Lot Number
Impervious Area
I.
61,000 sf
26.
28,400 sf
2.
46,300 sf
27.
28,000 sf
3.
46,300 sf
28.
104,545 sf
4.
54,500 sf
29.
42,145 sf
5.
33,500 sf
30.
45,000 sf
6.
38,800 sf
31.
58,155 sf
7.
28,300 sf
32.
32,670 sf
8.
34,000 sf
33.
31,690 sf
9.
52,000 sf
34.
40,510 sf
10.
44,000 sf
35.
40,500 sf
11.
48,500 sf
36.
30,300 sf
12.
42,000 sf
37.
30,300 sf
13.
62,700 sf
38.
30,300 sf
14.
44,100 sf
39.
47,000 sf
15.
62,700 sf
40.
27,500 sf
16.
43,450 sf
41.
24,800 sf
17.
57,000 sf
42.
34,600 sf
18.
53,900 sf
43.
40,000 sf
19.
2800 sf
44.
34,300 sf
20.
27,000 sf
21.
29,700 sf
22.
38,550 sf
23.
57,170 sf
24.
27,500 sf
25.
30,700 sf

Permit No. _ ,�W � O N QqQ
(to be provided by DWQ
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
1. PROJECT INFORMATION (please complete the following information):
Project Name: Interstate Business Park
Contact Person: Charles Cazier Phone Number: (910L763-5100
For projects with multiple basins, specify which basin this worksheet applies to: 1
elevations
Basin Bottom Elevation 16.5 ft.
Permanent Pool Elevation 23.5 ft.
Temporary Pool Elevation 25.5 ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 36,252 sq.ft. (water surface area at the orifice elevation)
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA I
Diameter of Orifice
Design Rainfall
Design TSS Removal2
30A ac. (on -site and off -site drainage to the basin)
20.11 ac. (on -site and off -site drainage to the basin)
162.701 cu.ft. (combined volume of main basin and forebay)
77 641 cu.ft. (volume detained above the permanent pool)
35 196 cu.ft. (approximately 20% of total volume)
2.71 (surface area to drainage area ratio from DWQ table)
3.5 in. (2 to 5 day temporary pool draw -down required)
1.0 in.
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

F6otnotes:
1. when using the Division SA/DA tables, the correct SA/DA 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 vet detention basin is designed to proNdde
90% TSS removal. The NCDBNR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
I.I. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Nlanual
(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. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
C b. The forebay volume is approximately equal to 20% of the total basin volume.
[ c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
G f The basin len-yth to width ratio is greater than 3: 1.
, The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
J. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest night -
of -way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
G m. A mechanism is specified which will drain the basin for maintenance or an emergency.
IIl. 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) ❑ does 1� does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does 0-does not incorporate pretreatment other than a forebay.

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention 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
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall not be handled in a manner that will 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 accumulated sediments.
When the permanent pool depth reads _5.25 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads _2.5 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 23.5
Sediment moval E[. 21.25 75 6
_ ..
_ Sediment Removal Elevation 18.25 75%
Bottom e'ation ZU.S %-------------------------------------------- ----
Bottom Elevation [65 ZS°/d
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 forebav berm.
b. 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 possible.

7. All components of the Bret 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: Howard Penton
Title:
Addre
Phone
Signal
Date:
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.
1, Della C. Baird , a Notary Public for the State of North Carolina , County
of Pender do hereby certify that Howard Penton
personally appeared before me this 3 day of kzgl-c/� 2004_ , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
`U7-c&"�qL- C. &�'�
,A C.
NOTAq
2� 'OUBLIG �w'
-,pF9
eou
IIIIIIi111 O\
SEAL
My commission expires October 15 2006
Farm SWU-102 Rev 3.99 Page 4 of 4

Permit No. SW 7 Q K 0 g Q j
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name: Interstate Business Park
Contact Person: Charles Cazier Phone Number: 9{ 10 )_ 763-5100
For projects with multiple basins, specify which basin this worksheet applies to: 2
elevations
Basin Bottom Elevation 16.5 ft. (floor of the basin)
Permanent Pool Elevation 23.5 _ ft. (elevation of the orifice)
Temporary Pool Elevation 25.5 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 15,619 sq.ft. (water surface area at the orifice elevation)
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
S AIDA
Diameter of Orifice
Design Rainfall
Design TSS Remova12
12.56 ae. (on -site and off -site drainage to the basin)
8.43 ac. (on -site and off -site drainage to the basin)
64,481 cu.ft. (combined volume of main basin and forebay)
34,375 cu.ft. (volume detained above the permanent pool)
14,112 cu.ft. (approximately 20% of total volume)
2.76 (surface area to drainage area ratio from DWQ table)
2.5 in. (2 to 5 day temporary pool draw -down required)
1.0 in.
90 % (minimum 85% required)
Forrn S WU-102 Rev 3.99 Page 1 of 4

Footnotes:
1. Wlien using the Division SAIDA tables, the correct SAIDA 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.
II. 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 .100&
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. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
0 b. The forebay volume is approximately equal to 20% of the total basin volume.
�G c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
G e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
f. The basin length to width ratio is greater than 3:1.
ry. The basin side slopes above the permanent pool are no steeper than
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
J. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest night -
of -way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. 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) ❑ does kdoes not incorporate a vegetated filter at the outlet.
This system (check one) 11 does does not incorporate pretreatment other than a forebay.

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention 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
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall not be handled in a manner that will 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 accumulated sediments.
When the permanent pool depth reads 5.25 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads _2.5 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 23.5
Sediment moval EL 2 L2� 75 0
- - - - - - - - - - - - - - - Sediment Removal Elegy ation 18.25 7�%
Bolcom evation 2U.� %-------------------------------------------- ---o -
Bottom Elevation 16.5 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
throuL,h the emergency drain shall be minimized to the maximum extent possible.

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 1 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: Howard Pe
Title: Member Manager
Addre
Phonc
Signal
Date:
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, Della C. Baird , a Notary Public for the State of North Carolina County
of Pender , do hereby certify that Howard Penton
personally appeared before me this day of ij'1�'- 2004 ,and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires October 15.2006
Form SWU-102 Rev 3.99 Page 4 of 4

Permit No. �w 9 ()L404.O J
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name: Interstate Business Park
Contact Person: Charles Cazier Phone Number: 910 763-5100
For projects with multiple basins, specify which basin this worksheet applies to: 3
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
16.5 ft. (floor of the basin)
23.5 ft. (elevation of the orifice)
25.5 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 21,552 sq.ft. (water surface area at the orifice elevation)
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA I
Diameter of Orifice
Design Rainfall
Design TSS Removal2
15.56 ac. (on -site and off -site drainage to the basin)
11.16 ac. (on -site and off -site drainage to the basin)
92 S34 cu.ft. (combined volume of main basin and forebay)
46 911 cu.ft. (volume detained above the permanent pool)
19,764 _ cu.ft. (approximately 20% of total volume)
3.00 (surface area to drainage area ratio from DWQ table)
2.5 in. (2 to 5 day temporary pool draw -down required)
1.0 in.
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
I. When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impen ious % 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.
H. 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. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the total basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
f. The basin length to width ratio is =reater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
J. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement 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 to be performed prior to use as a wet detention basin
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
M. 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) ❑ does does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does -9does not incorporate pretreatment other than a forebay.

Maintenance activities shall be performed as follows:
1_ After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention 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
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall not be handled in a manner that will 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 accumulated sediments.
When the permanent pool depth reads _5.25 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.5 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 23.5
Sediment Amoval El. 21.25 1 7
------------ Sediment Removal Elevation 18.25 Bottom evation 20.5 %----------------------------------------.._--175%-
Bottom Elevation 16.5 25%1
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 possible.

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: Howard Penton
Title: Member Manager
Addre
Phone
Signal
Date:
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, _Della C. Baird , a Notary Public for the State of _North Carolina . County
of Pender do hereby certify that Howard Penton
personally appeared before me this day of Mw Ct 2004 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
\11tUulll�llr�q
p�!��pTAR y
A: PUBO
SEAL
My commission expires _October 15, 2006
Farm SWU-l02 Rev 3.99 Page 4 of 4

Permit No. S(k)! 0140q�
(to be provided by DfVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
'Phis form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name: _Interstate Business Park
Contact Person: _Charles Cazier Phone Number: 910 763-5100
For projects with multiple basins, specify which basin this worksheet applies to: 4
elevations
Basin Bottom Elevation 17.0 ft.
Permanent Pool Elevation 23.0 ft.
Temporary Pool Elevation _25.0 ft.
areas
Permanent Pool Surface Area �14,149 sq.ft
Drainage Area
Impervious Area
vohimes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA'
Diameter of Orifice
Design Rainfall
Design TSS Remova12
8.67 ac.
5.42 ac.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
_46,146 cu.ft. (combined volume of main basin and forebay)
_35,745 cu.ft. (volume detained above the permanent pool)
_10.050_ cu.ft. (approximately 20% of total volume)
3.55� (surface area to drainage area ratio_from DWO table)
2.00 in. (2 to 5 day temporary pool draw -down rewired)
1.0 in.
90 % (minimum 85% required)

Footnotes:
I. When using the Division SAIDA tables, the correct SAIDA 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 wct detention basin is designed to provide
90%TSS removal. The NCDENR BW manual provides design tables for both 85%TSS removal and 90%TSS removal.
D. 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
L a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
[ b. The forebay volume is approximately equal to 20% of the total basin volume.
.� c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
11(117
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
,L i. Vegetative cover above the permanent pool elevation is specified.
j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement 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 to be performed prior to use as a wet detention basin
in. A mechanism is specified which will drain the basin for maintenance or an emergency.
Ill. 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) ❑ does does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does does not incorporate pretreatment other than a forebay.

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention 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
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall not be handled in a manner that will 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 accumulated sediments.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads _2.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 23.0
Sediment moval El. 20.75 75 ° is , 95
-------------- - Sediment Removal Elevation 18-g 75%
Bottom ovation 2Q_0 %-------------------------------------------- -----
Bottom Elevation 17.0 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 possible.

T 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: Howard Penton
Title: Member Manager
Addre
Phone
Signal
Date:
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.
1. Della C. Baird a Notary Public for the State of North Carolina . County
of Pender , do hereby certify that Howard Penton
personally appeared before me this �j day of 2004 and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
4 TARy .
,,,SOFA C011
I/Ilfl1114 W
SEAL
My commission expires October 15, 2006-
Form SWU-102 Rev 3.99 Page 4 of 4