SW8030231_CURRENT PERMIT_20060818

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8
DOC TYPE CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

�OF W A-r Michael F.Easley,Governor
William G.Ross Jr.,Secretary
rNorth Carolina Department of Environment and Natural Resources
1
� Y Alan W.Klimek,P.E.Director
Division of Water Quality
August 18, 2006
Mr. Todd Russell, President
Double R Inc., DBA TruGreen Cheml-awn
8109 Market Street
Wilmington, NC 28411
Subject: Stormwater Permit No. SW8 030231 Mod.
Lot 19 Blue Cove Subdivision
High Density Project
New Hanover County
Dear Mr. Russell:
The Wilmington Regional Office received a complete modified Stormwater Management
Permit Application for Lot 19 Blue Cove on August 16, 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. SW8 030231
dated August 18, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until August 18, 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 sixty (60) 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 Linda Lewis, or me at [phone].
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:\WQS\STORMWAT\PERMIT\030231mod.aug06
cc: Charles Cazier, Tripp Engineering
Tony Roberts, New Hanover County Building Inspections
City of Wilmington Development Services
Beth E. Wetherell, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office North Carolina
Central Files Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Once Internet: wwwncwaterqualitv.org Fax [phone]
An Equal Opportunity/Affirmative Acton Employer—50%Recycled110%Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 030231 Mod.
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
Todd Russell & Double R Inc., DBA TruGreen ChemLawn
Lot 19 Blue Cove
310 Chesterfield Road, Castle Hayne, New Hanover 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 "storm water 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 August 18, 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 49,443 square feet of
impervious area and 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. This permit does not provide an allotment of
built-upon area for any future development.
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.
6. This pond must be operated with a liner to prevent the intrusion of groundwater
from the adjacent wetland, which may affect the permanent pool elevation.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 030231 Mod.
7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, ?cres: 2.55
Onsite, ft : 111,078
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 49,443
C. Design Storm, inches: 1
d. Pond Depth, feet: 5.50
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 96.2 (assumed)
g. Permanent Pool Surface Area, ft2: 4,806
h. Permitted Storage Volume, ft3: 11,336
i. Temporary Storage Elevation, FMSL: 98.0 (assumed)
j. Controlling Orifice: 1.0"H pipe
k. Permitted Forebay Volume, ft3: 3,336
I. Receiving Stream/River Basin: Smith Creek / CPF17
M. Stream Index Number: 18-74-63
n. Classification of Water Body: "C Sw"
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 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 030231 Mod.
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 1/8 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void 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 030231 Mod.
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
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 any name, ownership or mailing address
changes within 30 days.
Permit issued this the 18th day of August 2006.
NORTH OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 030231 Mod.
Lot 19 Blue Cove
Stormwater Permit No. SW8 030231 Mod.
New Hanover 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:
SEAL
Signature
Registration Number
Date
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 030231 Mod.
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 3:1.
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
Tony Roberts, New Hanover County Building Inspections
Page 7 of 7

OFFICE USE ONLY
Date Received Fe Paid Permit Number
4-zCo,2Gur (o (CUS SLv8 03G231
Mod. 7-05 26v(0
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
I. Applicants name (specify the name of the corporation, individual,etc. who owns the project):
Double R Inc. DBA TruGreen ChemLawn
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Todd Russell/President
3. Mailing Address for person listed in item 2 above:
8109 Market St
City: Wilmington State: NC Zip: 28411
Telephone Number: 910-686-5131
4. Project Name (subdivision, facility, or establishment name—should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements,etc.):
Lot19 Blue Cove
5. Location of Project (street address):
310 Chesterfield Road, Lot 19 Blue Cove Subdivision
City: Wilmington County: New Hanover
6. Directions to project(from nearest major intersection):
from the intersection of NC 132 &NC 133_travel south on 133 approx. 1.9 mi turn left of SR 2158.
Travel approx l mile to ST 2159&turn right Site is approx. 350 If on the right
7. Latitude : N 340 18' 30" Longitude: W 770 54' 50" of project
8. Contact person who can answer questions about the project:
Name: Charles Cazier Telephone Number: 910-763-5100
11. PERMIT INFORMATION:
1. Specify whether project is(check one): New Renewal X 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 SW8 030231 and its issue date(if known) 06/16/2003
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.
Ill. 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.
on-site wet detention pond
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 2.55 acres 4. Project Built Upon Area: 44.5 %.
5. How many drainage basins does the project have? 1
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 Basin 1 Drainage Basin 2
Receiving Stream Name Smith Creek
Receiving Stream Class C-SW
Drainage Basin Area 2.55 ac
Existing Impervious * Area -
Proposed Impervious * Area 1.14 ac
%Impervious* Area (total) 44.50/,
hnperTious * SurfaceArea Drainage Basin I Drainage Basin 2
On-site Buildings 8,540 sf
On-site Streets -
On-site Parking 12.691 sf
On-site Sidewalks I.229 sf
Other on-site Gravel 26.983 sf
Off-site
Total: 49A43 sf
*bnperviorrs area is de/fined as the built upon area includirw, bai not limiled lo, buildings, roads, parking
areas sideiralks. gravel areas. etc.
Form SIVU-101 Version 3.99 Page 2 of 4

7. How was the off-site impervious area listed above derived?
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 stale stormwater management permit
number as issued by the Divisia7 of Water Quality These covenants may
not be changed or deleted without the consent o f the State.
2. No more them NA syuarefeet of any lot shall be covered by structures of impervious materials.
Impervious materials include asphalt,gravel, concrete, brief 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 storm water ter management permit moxlication prior
to construction.
5. Allpermitted runofffrom outpancels or future development shall be directed into the permittedstar mvater control
system. These connections to the stormwauer 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(910) 733-5083 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

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.
I. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form I--t?L.
• One copy of the applicable Supplement Form(s) for each BMP (�c
• Permit application processing fee of$420(payable to NCDENR) �G
• Detailed narrative description of stormwater treatment/management �L
• Two copies of plans and specifications, including: r�L
- 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 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)
vll. 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: Wilmington State: NC Zip: 28401
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Todd Russell , certify that the
information included on this permit application form is, to the best of my knowledge, correct and that the project
will be constructed in conformance with the approved plans,that the required deed restrictions and protective
covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC 2H
.1000.
Signature:KV141 Date: _
Form SWU-101 Version 3.99 Page of

Permit No.
(to be provided by DIVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
7his form may be photocopied for use as an original
DWO Storm water 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: Lot 19 Blue Cove Subdivision
Contact Person: Charles Cazier Phone Number: ( 910) 763-5100
For projects with multiple basins, specify which basin this worksheet applies to: 1
elevations
Basin Bottom Elevation _90.20 ft. (floor of the basin)
Permanent Pool Elevation 96.20 ft. (elevation of the orifice)
Temporary Pool Elevation 98.0 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 4.808 sq.ft. (water surface area at the orifice elevation)
Drainage Area 2.55 ac. (on-site and off-site drainage to the basin)
Impervious Area 1.14 ac. (on-site and off-.site drainage to the basin)
volumes
Permanent Pool Volume �15,452 cu.ft. (combined volume of main basin and forebay)
Temporary Pool Volume _11.337_cu.ft. (volume detained above the permanent pool)
Forebay Volume 3.336 eu.ft. (approximately 20%of total volume)
Other parameters
SA/DA' 2.80 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 1.0 in. (2 to 5 day temporary pool draw-down required)
Design Rainfall 1.0 in.
Design TSS Removal2 90 % (minimum 85%required)

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 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.
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.
Ap nts I itials
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.
/D` 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.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
L 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.
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 X does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does X 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:
I. 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
ill in the blanks)
Permanent Pool Elevation 96.2
Sediment R moval El. 93.95 f50--------^-- Sediment Removal Elevation 91.7 75%
Bottom evation 93.2 -------------------------------------------- -----
Bottom Elevation 90.2 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 mast 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.
Form SWU-102 Rev 3.99 Page 3 of 4

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: Todd Russell
Title: Owner
Address: 8109 Market Street, Wilmington,NC 28411
Phone: [phone]
Signature: w
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 Todd Russell personally
appeared before me this day of &/GA,-2bs_, and acknowledge the due execution of
the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
40 pTARy
VV
�Illlllllll\I�
SEAL
My commission expires October 15, 2006
Form SWU-102 Rev 3.99 Page 4 of 4

Permit No.
(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: Lot 19 Blue Cove Subdivision
Contact Person: Charles Cazier Phone Number: ( 910 ) 763-5100
For projects with multiple basins, specify which basin this worksheet applies to: 1
elevations
Basin Bottom Elevation 90.20 ft. (floor of the basin)
Permanent Pool Elevation 96.20 ft. (elevation of the orifice)
Temporary Pool Elevation 98.0 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 5 288 sq.ft. (water surface area at the orifice elevation)
Drainage Area 2.55 ac. (on-site and off-site drainage to the basin)
Impervious Area 1.21 ac. (on-site and off-site drainage to the basin)
volumes
Permanent Pool Volume 15,641 cu.ft. (combined volume of main basin and forebay)
Temporary Pool Volume 12,646 _cu.ft. (volume detained above the permanent pool)
Forebay Volume 3,482_cu.ft. (approximately 20% of total volume)
Other parameters
SA/DA' 2.64 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 1.0 in. (2 to 5 day temporary pool draw-down required
Design Rainfall 1.0 in.
Design TSS Remova12 90 % (minimum 85%required

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
The existing permit number SW8 030231 and its issue date (if known) 06/16/2003
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 404H401 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.
on-site wet detention pond
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 2.55 acres . 4. Project Built Upon Area: 44.5 %.
5. How many drainage basins does the project have? I
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 Basin I Drainage Basin 2
Receiving Stream Name Smith Creek
Receiving Stream Class C-SW
Drainage Basin Area 2.55 ac
Existing Impervious * Area -
Proposed Impervious * Area 1.14 ac
% Impervious* Area(total) 44.5%
Impervious * Surface Area ..Drainage Basin I Drainage Basin 2
On-site Buildings 8,540 sf
On-site Streets -
On-site Parking 12,691 sf
On-site Sidewalks 1,229 sf
Other on-site Gravel 26,983 sf
Off-site
Total: Y=49,443 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 4