SW8010425_HISTORICAL FILE_20011009

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 0 1 A a,I
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
21HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE aa)I (p OR
YYYYMMDD

S QrC?e1� �t b Michael F. Easley, Governor
• - �OF W AT FRO
William G. Ross, Jr., Secretary
10 7 (�x North Carolina Department of Environment and Natural Resources
c '— 0"�' 7
O Y Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
October 9, 2001
Mr. Keith Walker, President
East Carolina Community Development, Inc.
315 Turner Street
Beaufort,NC 28516
Subject: Permit No. SW8010425
Phoenix Park
High Density Stormwater Project
Onslow County
Dear Mr. Walker:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Phoenix Park
on September 4,2001. 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 010425 dated October 9, 2001, for the construction of Phoenix Park.
This permit shall be effective from the date of issuance until October 9,2011,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 Noelle Lutheran,
or me at [phone].
Sincerely, p
Rick Shiver
Water Quality Regional Supervisor
RSS/uml: S:\WQS\STORMWATIPERMIT\010425.00T
cc: Dave Newsom, P.E.
Jacksonville Building Inspections
Division of Coastal Management
Noelle Lutheran
Wilmington Regional Office
Central Files
�4
NCDENH
N.C. Division of Water Quality 127 Cardinal Drive EMension Wilmington, N.C.28405 [phone] Fax[phone] Customer Service
800-623-7748

State Stormwater Management Systems
Permit No. SW8 010425
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY '
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
i
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
East Carolina Community Development, Inc.
Phoenix Park
Onslow County
FOR THE
construction,operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water Quality
and considered a part of this permit.
This permit shall be effective from the date of issuance until October 9, 2011 and shall be subject to the following
specified conditions and limitations:
i
1. 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 of this permit,the Project Data Sheet.The stormwater control has been designed to handle the runoff from
91,155 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built-upon area indicated on page 3 ofthis permit,and per 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.
I
2

5
State Stormwater Management Systems
Permit No. SW8 010425
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 ofNorth Carolina as amended,and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
East Carolina Community Development, Inc.
Phoenix Park
Onslow County
FOR THE
construction,operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water Quality
and considered a part of this permit.
This permit shall be effective from the date of issuance until October 9, 2011 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 of this permit,the Project Data Sheet.The stormwater control has been designed to handle the runoff from
91,155 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built-upon area indicated on page 3 ofthis permit,and per 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.
2

'1
State Stormwater Management Systems
Permit No. SW8 010425
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: Phoenix Park
Permit Number: SW8 010425
Location: Onslow County
Applicant: Mr. Keith Walker, President
Mailing Address: East Carolina Community Development, Inc.
315 Turner Street
Beaufort, NC 28516
Application Date: September 4, 2001
Name of Receiving Stream/Index#: UT New River/ White Oak River/ 19-(11)
Classification of Water Body: "SC HQW NSW"
If Class SA, chloride sampling results: n/a
Pond Depth, feet: 6
Permanent Pool Elevation, FMSL: 39.48
Drainage Area, acres: 6
Total Impervious Surfaces, ftz: 91,155
Offsite Area entering Pond, ftz: None, per Engineer
Required Surface Area, ftz: 4,822
Provided Surface Area, ftz: 4,830
Required Storage Volume, 113: 7,928
Provided Storage Volume, ft3: 7,930
Temporary Storage Elevation, FMSL: 40.91
Controlling Orifice: V pipe
3

ti
State Stormwater Management Systems
Permit No. SW8 010425
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in it's 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 side slopes.
d. Immediate repair of eroded areas.
C. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
h. The vegetated filter will be kept grassed with no erosion. The spreader mechanism will be kept free
of sediment and trash, and must distribute the runoff evenly over the width of the filter.
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 not be allowed in the stormwater treatment system.
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
certifyingthat 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.
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. A modification must be permitted prior to any construction.The following items will require a modification
to the permit. The Director may determine that other revisions to the project should require a modification
to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area.
e. Further subdivision,acquisition,or sale of the project area.The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. 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.
4

State Stormwater Management Systems
Permit No. S W 8 010425
11. 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 pemitted amount,a modification to
the permit must be submitted and approved prior to construction.
12. Prior to the sale of any portion of the property,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
of any portion of the property.
13. The permittee is responsible for verifying that the proposed built-upon area does not exceed the allowable
built-upon area.
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 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.
15. The permittee shall notify the Division of any name,ownership or mailing address changes within 30 days.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality accompanied by an application fee,documentation from the parties involved,and other supporting
materials as may be appropriate. The approval ofthis request will be considered on its merits and may or may
not be approved.
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)
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 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.
Permit issued this the 9th day of October, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Gregory J. Thorpe, Ph.D., Acting Director
J Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 010425
5

State Stormwater Management Systems
Permit No. SW8 010425
Phoenix Park
Stormwater Permit No. SW8 010425
Onslow 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
6

State Stormwater Management Systems
Permit No. SW8 010425
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
Jacksonville, Onslow County Building Inspector
7

-----------
Permit No. SW8010425
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER IvLkINAGEIGNT 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 an application form. .a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT LNFOR kTION
Project Name: Phoenix Park
ConmctPerson:Keith Walker President Phone Number: ( 9r,91 Fna_242n
For projects with multiple basins, specify which basin this worksheet applies to: N/A
elevations
Basin Bottom Elevation 33.48 ft- (floor of the basin)
Permanent Pool Elevation 3q-4A fr. (elevation of the orifice)
Temporary Pool Elevation 40.91 $. (elevation of the discharge structure overflow)
areas
Permanent.Pool Surface Area 4830 sq. ft. (water su;ace area at the orifice elevation)
Drainage Area 6.00 ac. (on-site and off-sire drainage to the basin)
Impervious Area 2035 ac. (on-sire and off-sire drainage to the basin)
volumes
Pe.,nanent Pool Volume 11 ,380 cu. ft. (cor,ebined volume of main basin and forebay)
Temporary Pool Volume 7,930 cu. ft. (volume derained above the permanenr pool)'
Forebay Volume 2,980 cu. ft. (cpproximarely 20% of total volume)
Orher parameters
SPJDAI 1 .845 (surdce area to drainage area ra,j5 cm LW(" rabid)
Diameter of Orifice L in. (2 to 5 day temporary pool draw-down required)
Design Rainfall 1 in.
Design TSS Removal '- 90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

1
F6otnotes:
I
1 When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious 90 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 .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.
App ' ants 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 20110 of the 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.
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.
N/A 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.
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) 0 does 0does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does Odoes not incorporate pretreatment other than a forebay.
Form SWLT-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
r 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 occ•Lrs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow vegetatve
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 757o 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.).
1
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 irr the main pond, the sediment shall be removed.
1 When the permanent pool depth reads 4.5 feet in the forebay,.the sediment shall be remove
BASPi DIAGRAiM
(fill in the blanks)
Permanent Pool Elevation 39.48
Sediment Re oval El.34 9$ 75 0
f -!LimenRemovElevation 34.98 75%
BottomEle anon4B ---- ---- ----- ---------------------- -------
Bottom Elevation 33.48 257,
FOREBAY YLUN POND
5. Remove cattails and other indigenous wedand plants when they cover 505o of the basin surface. Taese
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 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.
rPrint name: Keith Walker
Title: President East Carolina Community Development Inc
Address: 315 Turner Street, Beaufort NC 28516
Phone:(252) 504-2424 -
Signature: � �— 1i�Oj-/—
Date:
Note: The legally responsible parry should not be a homeowners association unless more than 50170 of the lots tidve been scid and
a resident of the subdivision has been named the president.
/� Notary Public for the State of ND/"�1 9JLDI�a
Counry of Oarjf✓,Ii do hereby certify that Y
personally appeared before me this l a k day of and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
M,v cornmission expires
Form SWU-102 Rev 3.99 Page 4 of 4
i
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1.0/0n/2001 15: 02 910-346-1210 JOHN L PIERCE PAGE 01
JOHN L. PIERCE - SURVEYING
I dAl:',SURVEYING -LAND PLANNING -MAPPING
OFFICE:910-346.9800
i I l FAX NO.: 910.346-1210
E-MAIL:jpiercegonslowonllne.net Posr Office Box 1695
409 Johnson Blvd.
Jaoksonvllle, N.C.26541
John L, PI ,ce, Q.L.S., L-25H !
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LdX. S, RMLAND AND WOODLAND SUFRIIEYING-SITE PLANNING-SUBDIVISION LAYOUT-LAND DEVELOPMENT PLANNING
`., CONSTRUGTI+.'-44 SURVEYING-TOPOGRAPHIC SURVEYING AND MAPPING
17, Vlhase I Environmental Audlt/Risk Assessmern
� jS

10/09/20O1 15: 02 910-346-1210 JOHN L PIERCE PAGE 02
Page I of I
Bn n �larman
Fro l: "Linda Lewis" <Linde ILi�[e-mail]>
To: : I <dnewsorn @�onslowanlirili,net>
So ; Monday, August 27, 1061i110:58 AM
Su ; phoenix Pack
Pe ba e:
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Y ple+Omit another copy of the diANe.ct l';;im plan. I need two.
V Al �'lev though Royal Creek may be 6iIi local name for that receiving
stre ,i is not listed on the sehedula cif kassiftcations,therefore,
it is n Bred an unnamed tributary; a:n ,will pick up the same
clan c �on as the New River.
\ /Do u lave a typical per building squ:+rfl footage? It helps if I know
wha yoy„based your building calculalic n An.
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JOHN L. PIERCE & ASSOCIATES, P.A. RECEIVED
Land Surveying-Land Planning-Mapping SEP 0 4 2001
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, N.C. 28541 letter of transmittal
Office: [phone] Fax No.: [phone]
' terce onslowonline.net ogre ion No.
E-Mail:
[e-mail] August 29 2001
AT 1111N
s. inda Lewis
TO Ms. Linda Lewis RE Phoenix ,Park
N.C. Department of Environment Stormwater No. SW8010425
and NaturalResources
127 North Cardinal Drive
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Drawings ❑ Attached ❑ Under separate cover via the following items:
❑ Copy of Letter ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑ '
COPIES DATE NUMBER DESCRIPTION
1 Revised Stormwater Permit application Sheet 2 of 4
1 Revised Wet Detention Basin Supplement Sheet 1 of 4
1 Set of revised Design Calcuations
1 Revised "Site Dimensions Map
THESE ARE TRANSMITTED as checked below:
❑ For approval REMARKS Should you need any additional
❑ For your use
information, please let us know.
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
71 Prints returned after loan to us D_411_j4Y1.11'1

,��aWrrr
Design Calculations ad `N
(Revised 8/29/01)
Stormwater Wet Detention Basin SE
for
I
Phoenix Park
1a tw off
Gum Branch Road -
Jacksonville, North Carolina Cs
1- Proiect Description
The project consist of construction of residential apartment units and associated sitework on 10.01
acre tract located off Gum Branch Road in Jacksonville,NC. The project will be constructed on a 6.0
acts portion of the tract. The site is currently vacant. Construction will include approximately three
apartment buildings(16 units per building),one community building,roads,water and sewer utilities,
playground and concrete sidewalks.
2- Design Requirements
Project will be designed in accordance with NC Administrative Code Section 15A NCAC 2H.1000-
Stormwater Management. This site is in the category of "development activities within in coastal
counties except those areas draining to Outstanding Resource Waters or within one-half mile of and
draining to SA waters". Due to project density,an engineered solution(wet detention pond)will be
required. In accordance with regulations, the engineered solution shall be designed as to provide for
85%removal oftotal suspended solids with a vegetated filter or 90%removal without vegetative filter.
3- Reouired Pond Area
Compute Percent Impervious:
Impervious Area
Total
Buildings: 32,447 SF
Streets(Roads): -0-
Parking(Driveways) 47,608 SF
Sidewalks: 8,600 SF
Other:(playground) 2,500 SF
Offsite: -0-
Total: 91,155 SF
2)Total Area
Total
Project: 261,360 SF
Offsite: -0- SF
Total: 261,360 SF
3)Percent Impervious
Total
34.9%
Compute Surface Area:

Using Surface Area to Drainage Area Ratio Chart for 90e/a TSS Removal(copy attached)and assuming
6.0' pond depth:
SA/DA = 1.845%(interpolated)
Therefore:
Surface Area = SA/DA x Drainage Area
= 1.845% x 261,360 SF
=4,822SF (say 4,830 SF)
4- Determine Volume to be Controlled from l" Storm
Using Schuler"Simple Method":
Rv = 0.05 + 0.0090) where I=percent impervious
Rv = 0.364 in/in
Control Volume = Design Rainfall x Rv x Drainage Area
= 1 in x 0.364 in/in x 6.0 AC(261,360 SE)
= 2.18 acre-in or 0.18 acre-feet or 7,927.9 CF say 7,930 CF
5- Determine Depth of Storage
Depth required to provide 7930 CF in irregular shaped pond is determined to be 1.43'.
Therefore:
Normal Pond Surface Area: 4,830 SF
Control Volume Surface Area: 6,240 SF
6- Determine Orifice Size
Control volume must be drawn down over a period of two to five days:
Q, =7,930 CF / (2 days x 86,400 seconds per day)
=0.046 cfs
Q, =7,930 CF / (5 days x 86,400 seconds per day)
=0.018 cfs
Using orifice equation(rearranged to solve for diameter):
D = (Q / 0.026(h)`n)K
ass c h=1()'(normal depth)+'A(1.45xstorage dLTth)
D, _ (.046 cfs/0.026(1.72)
D, = 1.16"
D, _ (.018 cfs/OM6(1.72)")`
Ds =0.73„
Usel I"diameter orifice
7- Primary Outlet
Primary outlet shall be a 36' CMP installed vertically as a weir structure to pass the 10 year design

storm. The 10 year peak discharge(Q.)is computed using the Rational formula as follows:
Q, - CIA
where: C=0.45
l,�_5.74 in/hr(Wilmington IDF curve w/tc=15 min.)
A =6.0 Ac
Q,o=(0.45)x(5.74)x(6.0)
= 15.5 cfs
Assuming'h of the entire circumference of 36" CMP is used as weir,flow per foot of weir
may be computed as follows:
Flow per foot =15.5 cfs / ((36"/ 12) x PI/2)
=3.28 cfs/foot
Using sharp crested weir tables(copy attached):
where: h=observed head
p=6(pond depth)
h=0.99,
8- Emergency Spillway
Elevation of the emergency spillway shall be set at the depth of flow of the 100 year storm over the primary
outlet. The 100-year peak discharge(Q.)is computed using the Rational formula as follows:
Q,,= CIA
where: C=0.45
l,.= 7.5 in/hr(Wilmington IDF curve w/tc= 15 min)
A =6.0 Ac
Ql.=(0.45)x(7.5)x(6.00)
=20.25 cfs
Assuming '/z of the entire circumference of 36"CMP is used as weir, flow per foot of weir
may be computed as follows:
Flow per foot =20.25 cfs / ((36"/ 12) x PI/2)
=4.30 cfs/foot
Using sharp crested weir tables(copy attached):
where: b=observed head
p=6(pond depth)
h=1.18'
Emergency spillway shall be a broad crested earthen weir designed to pass the 100 year storm(in case
primary outlet blocked or overwhelmed):
Using the broad crested weir equation(rearranged for H):

H=(Q/Cw x L)'
where: Q =20.25 cfs
C„. = weir coefficient(3.0)
L = length of weir(ft)(try 40')
H =depth
H = 0.30'
9- Forebay
Forebay shall include 20%of pond volume:
Forebay volume = 11,380 CF x 20%
=2,276 CF(2,980 SF provided)
10- Summary
Elevations(assuming bottom=Elev. 33 48)
Relative Actual
Elevation Elevation
100 Yr. Flood(top)- 8.61 42.09
100 Yr.flood storage range: 1.18
10 Yr. Flood- 8.42 41.90
10 Yr.flood storage range:0.99
1-Inch Storage- 7.43 40.91
1-Inch storage range: 1.43
Permanent Pool- 6.00 39.48
Bottom- 0.00 33.48
Outlet Devices:
Use 1"orifice bleed down
Use 36"diameter CMP primary discharge weir
Use 40' broad crested weir emergency spillway

RECEIVED
JOHN L. PIERCE & ASSOCIATES, P.A. JUL 0 2 N01
Land Surveying- Land Planning-Mapping
P.O. Box 1685 BY'--�-
409 Johnson Blvd.
Jacksonville, N.C. 28541 letter of transmittal
Office: [phone] Fax No.: [phone] DATE JOB NO,
E-Mail:[e-mail] June 29 2001
ATTENTION
Linda Lewis
TO Ms Linda Lewis RE Phoenix park Stormwater #SW8010425
N.C. Department of Environment
and Natural Resources
127 N rth CardinalDrive
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Drawings ❑ Attached ❑ Under separate cover via the following items:
❑ Copy of Letter ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑
COPIES DATE NUMBER DESCRIPTION
2 Sets of revised plans
1 Copy of your letter dated 6/25/01
2 Copies of Stormwater Permit Application(Sheet 2 of 4)
(REVISED)
2 Detention Basin Supplement
1 "Design Calculations" revised
1 "Site Dimensions" ma
1 Quad Map with Site location
THESE ARE TRANSMITTED as checked below:
❑ For approval REMARKS
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Returncorrected prints
❑ For review and comment
❑ For bids due 19
❑ Prints returned after loan to us SIGNED_

North Carolina
Department of Environment and Natural Resources
A4jL
Division of Water Quality Wilmington Regional OfficeA
Michael F. Easley, Governor
NCDENR
William G. Ross,Jr., Secretary NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 25, 2001
Mr. Keith Walker, President
East Carolina Community Development, Inc.
315 Turner Street
Beaufort, NC 28516
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 010425
Phoenix Park Phase I
Onslow County
Dear Mr. Walker:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Phoenix Park Phase I on April 20, 2001. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
/l. Please either delineate all wetlands on site, disturbed or undisturbed, or note on the plans
that none exist.
/2. Please specify pond side slope vegetation and the wetland species to be planted on the 6:1
shelf.
3. Please add the nearest major intersection to the vicinity map.
NJ QS 4. Please provide parking lot, playground and driveway dimensions.
2 ` ✓ 5. Please indicate the Playground material and how it will be graded. Has it been Included in
the BUA total?
V 6. Please label the radius of the permanent pool contour.
7. Royal Creek is not listed in the schedule of classifications for the White Oak River Basin.
Please either locate Royal Creek on USGS map or revise.
8. What is proposed BUA per building?
2 9. Please label and dimension any concrete patios or covered wood decks.
127 Cardinal Dr. Ext,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

1
Mr. Walker
June 25, 2001
Stormwater Project No. SW8 010425
----------------------------------------------
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to July 25, 2001, or the application will be
returned as incomplete. The return of a project will necessitate resubmittaI of all required items, including
the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request nmst
indicate the date by which you expect to submit the required information. The Division is allowed 90 days
from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents
that need to be revised have been sent to the engineer or agent. All original documents must be returned or
new originals must be provided. Copies are not acceptable. If you have any questions concerning this
matter please feel free to call me at [phone].
Sincerely,
4 64;�J
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\010425.JUN
I
cc: Linda Lewis
Dave Newsom, P.E.

OON VILLE
City of Jacksonville RA �;. 001 5A°
MAY. 0 7 0001 Caring
YCommunity
0
Engineering nn � Mc� wV�
V
O� LETTER OF TRANSMITTAL
Date: May 1, 2001
TO: Attn: Ms. Linda Lewis
Division of Environmental Mannement Ref. Erosion &Sedimentation
127 Cardinal Drive Extension Phoenix Park off of Gum Branch Road
Wihnineton,N.C. 28405 across from Plantation Boulevard.
Phone#[phone]
Linda:
WE ARE SENDING YOU ?XX ATTACHED _UNDER SEPARATE COVER
_ PRINTS XX PLANS _SPECIFICATIONS
_COPY OF LETTER COX OTHER cony of the financial responsibility statement
DESCRUMONt
THESE ARE TRANSMITTED AS CHECKED BELOWt
_ FOR APPROVAL _AS REQUESTED
— FOR REVIEW AND COMMENT ZX FOR YOUR USE
_ DOCUMENTS ARE DUE TO BE RETURNED BY:
_ PRINTS RETURNED AFTER LOAN TO US
OTHER
REMARKS:
Tom Anderson, Engineering Specialist
COPIES TO: File
Post Office Box 128 Jacksonville, North Carolina 28541 • [phone] • TDD#[phone] • FAX[phone]

FINANCIAL RESPONSIBILM/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land-disturbing activity on one or more contiguous acres as
covered by the Act before this form and an acceptable erosion and sedimentation control
plan have been completed and approved by the Land Quality Section, N.C. Department of
Environment, Health, and Natural Resources. (Please type or print and, if-question is not
applicable, please N/A in the blank.)
Part A.
1. Project Name Phoenix Park
2. Location of land-disturbing activity: County On s 1 ow City
or Township ,lacksonvi l le ,and Highway/Street off Gum Branch Road
3. Approximate date land-disturbing activity will be commenced: June 15, 2001
4. Purpose of development (residential,commercial,industrial,etc.): Residential
5. Total acreage disturbed or uncovered(including off-site borrow&waste areas) 6.0
6. Amount of fee enclosed $ 600.00
7- Has an erosion and sedimentation control plan been filed? Yes XX No
8- Person to contact should sediment control issues arise during land-disturbing.activity.
Name John 1. Pierce & Associates Telephone [phone]
9. Landowner(s) of Record (Ilse blank page to list additional owners):
Perimeter Properties
Name(s)
P_0_ Rnx F06
Current Mailing Address Current Street Address
Jacksonville, NC 28540
City State Zip City State Zip
10.Recorded in Deed Book No. 762 Page No. 185
Part B.
1. Person(s)or firm(s)who are financially responsible for this land-disturbing activity(Use
the blank page to Est additional persons or firms):
Fast Carolina Community Develonmerii Inc.
Name of Person(s)or Firm(s)
315 Turner Street
Mailing Address Street Address
Beaufort NC 28516
City State Zip City State Zip
Telephone (252) 504-2424 Telephone

2. (a)If the Financially Responsible Party is a Corporation give name and street address of
the Registered Agent.
Keith Walker, President East Carolina Community Development Inc.
Name
315 Turner Street Beaufort, NC 28516
Address City State Zip
(252) 504-2424
Telephone Fax No.
(b)If the Financially Responsible Party is a Partnership give the name and street-address
of General Part ner(LIs J)laak_pagelnlisiadditional partners):
Name
Address City State Zip
Telephone Telephone
The above information is true and correct to the best of my knowledge and belief and
was provided by me under oath. (This form must be signed by the financially responsible
person if an individual or his attorney-in-fact or if not an individual by an officer, director,
partner, or registered agent with authority to execute instruments for the financially
responsible person). I agree to provide correct information should there be any change in
the information provided herein.
Keith Walker President
Type or print name p Title or Authority
Signature Date I, / nn Q i-)n i� L Jc�:j .`i a Notary Public of the County of a2 rb-I�Lk
State of North Carolina, hereby certify that 4 e A (!)g1j�fil
appeared personally before me this day and being du duly sworn acknowledged that the
above form was executed by him. [
Witness my hand and notarial seal, this d q'�l8ay of �9,
n �
Seal
Notary 1
My Commission expires

r.�
x ,,;?:OFFICE-USEOIVLY
gum.m vi Date Received Fee Paid Permit[Number
'0
e
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER N ANAGENIENT PERMIT APPLICATION FORM
T"nis form may be photocopied for use as an original
1. GENERAL INFORl�LkTION
_ 1. Applicants name (specify the name of the corporation, individual,etc. who owns the project):
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Keith Walker President -
3. Mailing Address for person listed in item 2 above:
City: Beaufort State: NC Zip: 28516
Telephone Number: ( 252 1 Fnd 9a2a
4. Project Name(subdivision, facility,or establishment name-should be consistent with project name on
plans,specifications,letters, operation and maintenance agreements,etc.):
Phoenix ParL
S. Location of Project(street address):
off .-_ncb Road (NC-,R-1308)
City: Jacksonville County: Onslnt -
6. Directions to project(from nearest major intersection):
From intersection of NCSR 1470 & NCSR 1308 proceed Southeast along NCSR 13OR
+0 8 miles protect is on left aRoroximately 300' off NCSR 13QB
7. Latitude: 34°47'32" Longitude: 77°25'56" of project
8. Contact person who can answer questions about the project
Name: John L. Pierce & Associates P.A- Telephone Number. ( 41n )3aF aAn0
Ti. PER_v=LNFOR ATiON:
1. Specify whether project is (check one): XX 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
ecisting permit number N/A and its issue date(if known)
3 Specify the type of project(check one):
Low Density _(High Density _Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_C_AMA Major XX Sedimentation/Erosion Control _404/401 Permit _NPDES Storrmwater
Information on recuired state.permits can be obtained by contacting the Customer Service Center at
1-87-623-6748.
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 stommwater management for the project.
2. Stormwater runoff from dus project drains to the White nak River basin.
3. Total Project Area: 6.0 acres 4. Project Built upon Area: 33.q °a
5. How many drainage areas 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.
Basintrifomtatrrra V E) �yl K' �� " Dramase 4rea�
Receiving Stream Name U.T. of New River
Recaving Stream Class SC
Drainage Area I 261 ,360 s.f.
Existing Impervious'Area -0
Proncsed Imvervlous'Area I 91 , 155 s.f.
%Imvervions' A--a (total) 34.9%
e- T 4 DfaInH A-*£'a. �''"` rTM..i ':e R .a ,ja,Dr"g—_.
ace
JjilD�•,�iDI:S. �t3.T.. _ r---x.
On--3iteBuiidings
On-site Streets -0-
an ite Parking 47,608 s..f
On-sire Sidewa!'c 8,600 s.f.
Other on-site
Off-site
Total: 91 , 155 s.f. I Total:
Imperaious area is dejmed 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

i 7. How was the off-site impervious area listed above derived? N/A
E
c
rV. 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
P attachment.
1. 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 matt
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 bnpe pious water als.
Imper✓ious 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 rcess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparces or future development shall be directed into the pe=itted 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.
L
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 runwith the land, that the required covenants cannot be changed or
1 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(919) 733-5083 for the
status and availability of these forms.
Form SW7-T-102 Wet Detention Basin Supplement
Form S`WU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SvVU-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 5WU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

r
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.
t
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 5420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/managa..ment
[ • Two copies of plans and specifications, including:
-Development/Project name
-Engineer and firm
-Legend
3' -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)
F:
VIL AGEVTAUTHORIZATION
r 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): John 1 . Pierce & Associates P A
Mailing Address: P.O. Box 1685
City: Jacksonville State: pr. Zip: 28540
Phone: ( 910 1 146-9An0 Fax: ( 910 1 346-1210
VIIL APPLICANT'S CERTIFICATION
I,(print or hype name of person listed in General Information, item 2) Ka i t h Wa 1 kPr PrPC i dant
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.
u-i
Signature: Date:
KEiIH WALKER, PRESIDENT
EAST CAROLINA COMMUNITY DEVELOPMENT INC.
Form SWTJ-101 Version 3.99 Page 4 of 4

OHN L. PIERCE & ASSOCIATES, P.A. \J{ �
Land Surveying- Land Planning-Mapping
P.O. Box 1685
409 Johnson Blvd.
Jacksonville,N.C. 28541 letter of transmittal
Office: [phone] Fax No.: [phone]
E-Mail:[e-mail] o AL ri 1 19, 2001 08 No.
ATTENTION
Ms. Linda Lewis
TO Ms. Linda Lewis RE Phoenix Park
N.CC.Department of Environment RECEIVEn
and Natural Resources R.
IP7 Npr+h Pa rdi A A I nr;.,o
Jacksonville, NC 2850 APR 2 0 2001
WE ARE SENDING YOU DWQ /
pppp��..��
�``�Soio�LS
El Drawings ❑ Attached El Under separate cover TP# dIC following items:
❑ Copy of Letter ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑
COPIES DATE NUMBER DESCRIPTION
2 Sets of plans
2 "Stormwater Management Permit Applications
2 "Design Calculations"
1 Check in the amount of four hundred twenty dollars
($420.00)
THESE ARE TRANSMITTED as checked below:
❑ For approval REMARKS Should you need any additional
❑ For your use
❑ As requested infomration, please let us know.
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
❑ Prints returned after loan to us SIGNED