SW8010425_HISTORICAL FILE_20050804

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 61Aa5
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE gar of Oy
YYYYMMDD

�QF WATF,o Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Y Alan W. Klimek, P.E. Director
Division of Water Quality
August 4, 2005
Mr. Keith D. Walker, President
East Carolina Community Development, Inc.
315 Turner Street
Beaufort, NC 28516
Subject: Stormwater Permit No. SW8 010425 Modification
Phoenix Park Phase 1 and 2
High Density Project
Onslow County
Dear Mr. Walker:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Phoenix Park Phase 1 and 2 on August 4, 2005. 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
Modification dated August 4, 2005, for the construction of the subject project.
This permit shall be effective from the date of issuance until August 4, 2015, 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 150E 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 Robert Gordon, or me at [phone].
Sincerely,-'
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/rdg: S:\WQS\STORMWAT\PERMIT\010425mod.aug05
cc: David Newsom, PE, Crystal Coast Engineering
Mike Morris, Onslow County Building Inspections
Robert Gordon
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone[phone] Customer Services-877-623-6748 One
Wilmington Regional Office Wilmington,NC 28405-3845 FAX [phone] Internet h2o.encstate.nc.us NOrCI1C3I'O/I/IDB
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper Natfurall(/

' State Stormwater Management Systems
Permit No. SW8 010425 Modification
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
Mr. Keith D. Walker & East Carolina Community Development, Inc.
Phoenix Park Phase 1 and 2
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 August 4, 2015, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1 . This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The wet pond in
Phase 1 has been designed to handle the runoff from 91,155 square feet of
impervious area. The wet pond in Phase 2 has been designed to handle the
runoff from 109,762 square feet of impervious area
3. The tract will be limited to the amount of built-upon area indicated on page 3 of
this permit, and per approved plans. The built-upon area for the future
development draining to the wet pond in phase 2 is limited to 5,675 square feet.
There is no additional built-upon area available for future development in
phase 1 .
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.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 010425 Modification
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. The following design criteria have been provided in the following wet detention
ponds and must be maintained at design condition:
Unit` Phase-1 Pond, *Phase 2 Pohd-
Drainage Area 261,360 187,954
Onsite ft2 261,360 187,954
Offsite 0 0
Total Impervious Surfaces 91 ,155 109,762
On-site buildings 32,447 35,069
On-site parking ft2 50,108 57,815
On-site sidewalks 8,600 11 ,203
On-site future 0 5,675
Off-site 0 0
Pond Depth feet 6.0 5.0
TSS removal efficiency % 90 90
Design Storm inches 1 1
Permanent Pool Elevation FMSL 39.48 40.7
Permitted Surface Area @PP ft2 4,830 8,200
Permitted Storage Volume ft3 7,930 9,100
Storage Elevation FMSL 40.91 41.73
Controlling Orifice "0 pipe 1.0 1.5
Permanent Pool Volume ft3 11 ,380 21 ,844
Forebay Volume ft3 2,980 4,690
Maximum Fountain Horsepower hp 1/8 1/8
Receiving Stream ;�� ' �,,, `: UT of New River
River Basin White Oak
Stream Index Number 19 (11)
Classification of Water Body SC;HQW,NSW
II. SCHEDULE OF COMPLIANCE
1 . The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 010425 Modification
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.
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 either pond is 1/8 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 010425 Modification
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.
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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 010425 Modification
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 4`h day of August, 2005.
NORTH ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 010425 Modification
Phoenix Park Phase 1 and 2
Stormwater Permit No. SW8 010425 Modification
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
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 010425 Modification
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
Mike Morris, Onslow County Building Inspections
Page 8 of 8

OFFICE USE ONLY
Date Received Fee Paid Permit um er
- A DOD . 0 u3 (51 SVT ON 04
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form mqv be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc, who owns the project):
East Carolina Community Development,Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Keith D. Walker,President
3. Mailing Address for person listed in item 2 above:
315 Turner St.
City:Beaufort State:NC Zip:28516
Telephone Number: ( 252 ) 504-5424
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Phoenix Park(Phase I and Phase B)
5. Location of Project (street address):
Gum Branch Rd,between its intersection with Henderson Drive&its intersection with Western Blvd. Ext.
City,Jacksonville County:Onslow
6. Directions to project (from nearest major intersection):
From intersection of NC 24 &US 17, north on US 17 approx. 2.8 miles to Gum Branch Rd. Left on Gum
Branch Rd. Site is approximately 2.4 miles on right.
7. Latitude: 340 47 36"N Longitude: 770 26'6" W of project
8. Contact person who can answer questions about the project:
Name:David K.Newsom,PE (Crystal Coast Engineering,PA) Telephone Number: ( 910 ) 325-0006
11. PERNIIT 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 010425 and its issue date (if known) Oct.9,2001
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/E..rosion Control _404/401 Permit NPDF.S Stormvater
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.
Adding 2,500 sf of parking surface(roadway)to Pond 1. Pond 1 design/permit can accommodate the additional
impervious surface.
Pond 2 is intended to treat stormwater from Phase❑.
2. Stormwater runoff front this project drains to the White Oak River basin.
3. Total Project Area: 10.31 acres 4. Project Built Upon Area: 44.72 %
5. How many drainage areas does the project have? 2
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 Areal 'Drainage Area 2
Receiving Stream Name UT of New River UT of New River
Receiving Stream Claus C;NSW C;NSW
Drainage.Area 261,360 sf (6.00 ac) 187,954 sf (4.31 ac)
Existing Impervious* Area 88,655 sf(2.04 ac) -0-
Proposed Impervious*Area 2,500 sf (0.06 ac) 109,762 sf(2.52 ac)
Rb Impervious* Area(total) 34.88% 58.40%
161pervious*tSurface Area t._ Drainage Area 1 - Drainage Area 2
On-site Buildings 32,447 sf existing 35,069 sf
On-site Streets -0- -0-
On-site Parking 47,608 sfexisting/2,500 sf proposed 57,815 sf
On-site Sidewalks 8,600 sf existing 11,203 sf
Other on-site (future reserve) -0- 5,675 sf
0 t-site 0- 0-
Total: 91,155 sf (2.09 ac) Total: 109,762 sf (2.52 ac)
*Impervious area is defined as the built upon area including. but not limited to, buildings, roads,parking areas,
sidetralks,grnret areas. eic. �L�
Porn SWU-101 Version 3.99 Page 2 o1 4 RECFJXF. �
AUG 0 4 2005
BY:

7. Flow was the off-site impervious area listed above derived?NIA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built-upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormvater management permit number
as issued by the Division of lValer Quality. These covenants may not be
changed or deleted without the consent of the Slate.
2. .No more than square feet of any lot shall be covered fir structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick,stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Stales 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 stale stormwater management permit modification prior to
construction.
5. .411 permitted runoff from outparcels or frtur•e development shall be directed into the permitted slormnvater 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 certifv 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 pantries 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 foams.
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 Ott-Site System Supplement
Form SWU-107 Underground Infiltration"french Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality(DWQ).
A complete package includes all of the items listed below.The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
nest to each item.
Initials
•Original and one copy of the Stormwatcr Management Permit Application Form a;LJG4U
•One copy of the applicable Supplement Form(s) for each BMP T7Ki1J
•Permit application processing fee of S420(payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
-Development/Project name
-Engineer and firm
-Legend
-North arrow
- Scale
-Revision number&date
-Mean high water line
-Dimensioned property/project boundary
-Location map with named streets or NCSR numbers
-Original contours, proposed contours, spot elevations, finished Boor 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, nrnoff calculations
-Drainage areas delineated
-Vegetated buffers(where required)
VII.AGENT AUTHORIZATION
If you wish to designate authority to another individual or Gnn so that they may provide information on your
behalf,please complete this section.
Designated agent(individual or firm): John L. Pierce & Associates P-A-
Mailing Address:_ P.O. Box 1685
City: Jacksonville State: NC Zip:"28540
Phone: [ 910 I 11h6 U_ 00 Fax: ( 910 ) -346-1210
Vill. APPLICANT'S CERTIFICATION
I,(print or Npe name ofperson listed in General Information, item 2) KZ,+h D. W 0.`Ke[;_President
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 Tcorded,and that the proposed project complies with the requirements of 15A
NCAC 21-1.100 .
Signature: way�-� �U U�Date:
Form S VU-101 Version 3.99 Page 4 of 4

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING -LAND PLANNING - MAPPING
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, NC 28541 letter of transmittal
Office: [phone] Fax No.: [phone]
RAIL JOB NO.
July 27 2005
An N noN
Rober D. Gordon
RE:
TO Mr. Robert n_ Cnrdnn Phoenix Park Phases I & TI
N.C. Division of Water Quality SW8 010425 Modification
Department ot Environment
and Nahmal Rocnnrroe
127 Cardinal Drive Extension
Wilmington, NC 28405
AUG 0 1 2005
WE ARE SENDING YOU
❑ DRAWINGS ❑ ATTACHED ❑ UNDER SEPARATE COVER Y• HE FOLLOWING ITEMS:
❑ COPY OF LETTER ❑ PRINTS ❑ PLANS ❑ SAMPLES SPECIffgATIONS
❑ CHANGE ORDER ❑
COPIES DATE NUMBER DESCRIPTION
2 Copies of plan
1
Stormwater Treatment
2 Revised Wet Detention
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
❑ Return corrected prints
❑ For review and comment
❑ For bids due
❑ Prints returned after loan to us SIGNED i
1.

Stormwater Treatment
Erosion Control Narrative
Phoenix Park, Phase II
East Carolina Community Development, Inc. proposes to construct a forty-eight(48) unit apartment complex
on a 5.01 acre tract located on Gum Branch Road (between its intersection with Henderson Drive & its
intersection with Western Blvd.)within the city limits of Jacksonville, N.C. The site is currently undeveloped.
The project site is located approximately 0.11 miles from an LIT of New River(C;NSW) in the White Oak
Basin. The proposed development activities are high density(percent impervious > 25 %), therefore,
stormwater treatment facilities are required. The attached Stormwater Plan includes an 8,200 sf wet detention
basin at the front of the site.
The pond is sized to accommodate 109,406 square feet of impervious area, allocated as follows:
Site Offsite Total
Buildings 35,069 sf -0- 35,069 sf
Streets -0- -0- -0-
Parking 57,815 sf -0- 57,815 sf
Sidewalks 11,203 sf -0- 11,203 sf
Other -0- -0- -0-
Reserve for Future 5,675 sf -0- 5,675 sf
Total 109,762 sf -0- 109,762 sf
The proposed pond is sized for 90%TSS removal. The pond does not incorporate pretreatment, other than
the forebay. The pond does not include a vegetated filter at the outlet.
All stormwater emanating from impervious surfaces that is generated on-site shall be collected and directed to
the rear of the site by a system of sheet drainage and grassed swales.
The treatment system will require periodic maintenance. Maintenance frequency shall be dictated by pond
depths. Pond depths shall be checked by the owner on a quarterly basis. When measured depths are less
than 3.75' (in both the main pond and the forebay), the pond shall be manually dewatered (pump)and
accumulated sediment removed and properly disposed of.
Site topography is gently sloping (0—5%) generally toward the southerly boundary of the tract. Soils are
loamy sand/sandy loam.
The entire area designated within "Clearing Limits"will be disturbed during initial construction. The developer
intends to construct buildings upon conclusion of infrastructure (parking, drainage, water & sewer).
The project will include construction of a 20 asphalt driveway on Phase 1 of the project(approx. 5,319 sf total).
Phase I was permitted under SW8 010425 in 2001. A portion of the proposed driveway (2,500 sf)will drain
back to the existing pond serving Phase I. However, there is no net increase in impervious area draining to
this pond. The permit for Phase I included 2,500 sf for a playground area which was originally assumed to be
impervious. The playground area, however, was constructed as an open, grassed area. The 2,500 sf has
been "re-allocated"as streets/parking. The remainder of the proposed asphalt driveway on Phase 1 (2,819 sf)
drains to proposed Pond 2 and is accounted for in the calculations for that pond.
AUG 0 17066
BY:

Crystal Coast Engineering PA
3817-3 Freedom Way
Hubert, N.C. 28539
Tel: [phone] Fax: [phone]
Email: crystalcoasleng@b¢ec.m.com
July 26, 2005
Mr. Robert D. Gordon
N.C. Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28405
Re: Stor mwater Project No. SW8 010425 Modification
Pheonix Park Phases I & II
Onslow County
Dear Mr. Gordon,
We are in receipt of your Request for Additional Information dated July 22, 2005 for the
referenced project. We provide the following information to allow you to continue the
stormwater review(item number corresponds to your original Request):
1. A new signed Supplement for Pond 1 is enclosed.
2. There is no net increase of BUA to Pond No. 1. Only 2,500 sf of the proposed 20'
driveway is tributary to Pond 1. The design for Pond 1 included an allocation of 2,500 sf
for a playground area which was assumed, at that time, to be impervious. The
playground area, however, was actually constructed as an open, grassed area.
The remainder of the 20'driveway is tributary to Pond 2 (approximately 2,819 sf) and is
accounted for in the design calculations for this pond.
The Narrative has been revised in order to clarify.
3. The BUA in the narrative has been updated.
4. The figure on the drawings (21,283 sf]I is gross floor area. The buildings are two-story.
Actual 'footprint" is 10,641 sf.
5. Added additional spot elevations.
6. Added additional spot elevations and flow direction arrows.
We are hopeful that this response addresses all concerns and that the permit can be
issued in the near future. Should you have questions or additional concerns, please feel free to
contact me.
Yours truly,
D K. Newsom, PE
CRYSTAL COAST ENGINEERING

P. 1
* * * COMMUNICATION RESULT REPORT ( SUL.22.2005 10:27RM )
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
--j ------------------------------------------------------------------------- --
6-7 MEMORY TX 919103250060 OK P. 3/3
------------------------------------ -----------------------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
FAX COVER SHEET
Date: July 22, 2005 No. of Pages:
To: David Newsom, PE From:Robert Gordon
Company: Crystal Coast Engineering Express permitting sec on
FAX #: [phone] FAX# [phone]
Phone #[phone]
DWQ Stormwater Project Number: SWB 010425 Modification
Project Name: Phoenix Park Phases I and II
MESSAGE:
Request for additional Information, mailed copy to follow. Give me a call if there
are any questions. Thanks.

FAX COVER SHEET
Date: July 22, 2005 No. of Pages: A10
To: David Newsom, PE From: Robert Gordon
Company: Crystal Coast Engineering Express permitting sect on
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 010425 Modification
Project Name: Phoenix Park Phases I and II
MESSAGE:
Request for additional Information, mailed copy to follow. Give me a call if there
are any questions. Thanks.

. OF W gTF9 Michael F. Easley, Governor
O� �G William G. Ross, Jr., Secretary
CO r North Carolina Department of Environment and Natural Resources
y
Alan W. Klimek, P.E. Director
Division of Water Quality
July 22, 2005
Mr. Keith Walker, President
East Carolina Community Development
315 Turner Street
Beaufort, NC 28516
Subject: Request for Additional Information
Stormwater Project No. SW8 010425 Modification
Phoenix Park Phases I and II
Onslow County
Dear Mr. Walker:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Phoenix Park Phases I and II on July 19, 2005. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
1 . The supplement for the phase I pond has been updated. Please provide an original
signature for this supplement.
2. The permitted built-upon area for pond 1 was 91,155 sf. 2,500 sf of new impervious
area are proposed to drain to this pond. The current application still lists 91,155 sf of
impervious area draining to pond 1 (was the playground never built?). Please
address this in a narrative.
=> Note - If there is an overall increase in impervious area to pond 1, a new set
of calculations and a new supplement will be necessary; if there is not, please
address what has changed in a phase 1 narrative and neither new
calculations or a new pond 1 supplement will not be necessary
3. The built-upon area listed in the narrative, the application and the calculations are all
different. Please clarify.
4. The typical dimensions listed for Bldg A do not add up to the 21 ,283 sf listed.
Please address this.
5. Please provide a few spot elevations on the sidewalks to verify they drain to the
permitted system.
6. It is difficult to tell how the 20' drive that connects phase 1 and phase 2 drains from
the spot elevations provided. Please provide enough information to verify it drains to
the permitted system.
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 August 1, 2005, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone[phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington,NO 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us One
N Carolina
An Equal Opportunity/Affirmative Action Employer—50%Recycled110%Post Consumer Paper Vatm alll/

-Phoenix Park Phases I and II
July 22, 2005
Stormwater Permit # SW8 010425 Modification
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The 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-,-
(40 D' 4J___
Robert D. Gordon
Environmental Engineer II
ENB/RDG: S:\WQS\STORMWATER\ADDINFO\2005\010425modJul22
cc: David Newsom, PE, Crystal Coast Engineering
Robert D. Gordon

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3817-3 Freedom Way ffi
Hubert,N.C.28539 ],
Tel:[phone] I I �J,l ,✓
Fax:[phone] I --7 �� C al Coast
W Engiheering, PA
-5y 660
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Traisn*W
To: Cameron Weaver From: David K. Newsom :5yW
NCDENR C , g`J]+�D
L 14 ZUU5
� Q U
Re: Pheonix Park Phase I and Phase 11 Date: July 19, 2005
❑Urgent ❑ For Review ❑Please Comment ❑Please Reply ❑Please Recycle
Attached:
One(1)original&one(1)copy application form
One(1)copy Supplement for each pond(Existing Pond 1 and Proposed Pond 2)
Pond 1 and Pond 2 Calculations
Permit Fee
Narrative
Copy of Original Permit SW8 010425
Comments:
Have addressed all comments from pre-submittal meeting. Because of additional impervious
surface proposed within the limits of Phase I (i.e., 2,500 sf of parking/road), we have decided to
modify the original permit (as opposed to separate & new permit for Phase II). The existing
Phase 1 pond is adequate to accommodate the additional 2,500 sf of BUA.

0 ./2005 12:59 910-346-1210 ' JOHN PIERCE SURVEYOR PAGE 06
State Starmu'zter Manaeement Systems
Phoenix Park Permit Nip. SWS 010415
S10rmwater Permit No. SWS 010425
Onslow County
Designer's Certification
1' A��rnM as a duly registered + , 1 the State t. North Carohna, having been authorized to observe ��_in
the project (P€IiadtG311y(weekly/full time a construction of
_(Project)
for .(Project Owner)hereby state that,to the best ofmy abilities,due care
an dt igence was used in the observation oftlle project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications.
Tb.e checklist of items on page 2 of this form is included in the Certification,
Noted deviations from approved plans and specification:
CARS
�D�pFESSrptiZGy9,'
Signature 18148 _ SEAL
RegistratiqNuumber
Date� r/ �� K. NE`N�'. ®_
6

t ., ., 0a�18/2005 12:59 910-346-1210 JOHN PIERCE SURVEYOR PAGE 07
w State StOTMwater Management Systems
Permit No.SW8 010425
Certification Requirements:
D�li✓1. The drainage area to the system contains agN_QxiMate!Lthe permitted acreage.
T�drainaCMt� Y wo�ain��o � t6 ,27 a 4he permitted amount of built-upon area.
All the built-upon area associated with the project is graded such that the runoff drains to the system.
r,u(a[�• The outlet/bypass structure elevations are per the approved plan.
The outlet structure is located per the approved plans
Trash rack,is provided on the outlet/bypass structure.
/�XI<Lttr. All slopes are grassed with permanent vegetation.
p Vegetated sltipes are no steeper than 3:1.
D/ The inlets are located per the approved plans and do not cause short-circuiting of the system.
PZ91. 0• The permitted amounts of surface area and/or volume have been provided.
1. Required drawdown devices are correctly sized per the approved plans.
014 2• All required design depths are provided.
JZ&13. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
DZ4. 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

CARo
• ' ssi ' �.
Design Calculations
Stormwater Treatment Facilities CAI_ =
for 18148 =
Phoenix Park Phase II
located in
Onslow County —K7
1. PROJECT DESCRIPTION -` 86
This Project consists of a proposed Apartment Complex on a 5.39 ac. tract and associated sitework
2. COMPUTE POND AREA REQUIRED
a. Compute Percent Impervious:
Impervious Areas: Existing Proposed Total
On-Site Buildings 35,069 SF 4:';.....i35,J,9;
On-Site Streets0 SF
On-Site Parking 57,815 SF
On-Site Sidewalks Q € 14, Q3 11,203 SF
Other on-site 0
Off-site 0
Sub-Total 0 104,087 104,087 SF
FUTURE(reserved) 5.675 SF
Total 0 109,762 109,762 SF
Total Area Drainage to Pond: f. T 9Sk SF
Percent Impervious = 0.584 or 58.4 %
b. Compute Pond Surface Area
Using Surface Area to Drainage Area Ratio Chart for 90% TSS Removal (copy attached)and
assuming „A .5. foot pond depth:
SA/DA = Q,3.4 % (interpolated)
Therefore:
Surface Area = SA/DA x Drainage Area
= 8,157 SF say: 8,20.p SF

c. Compute Minimum Pond Dimensions
Assume rectangular shape with 3:1 Length (L)to Width(W) Ratio:
Length = 156.84 feet
Width = 52.28 feet
Site conditions, however, dictate irregular shaped pond:
Hydr. Length 14 T';feet
so, Hydr. Width 53.0 feet(avg)
Actual L/W = 2.9 (irregular shape)
3. DETERMINE VOLUME TO BE CONTROLLED FROM 1" STORM (NCDENR REQUIREMENT)
Using Schuler"Simple Method":
Rv= 0.05 + 0.009(I) where I = percent impervious
Rv= 0.576 in/in
Control Volume= Design Rainfall x Rv x Drainage Area
Control Volume= 9,015 CF say :`: „ 141If. CF
4. DETERMINE VOLUME TO BE CONTROLLED FROM 25 YR STORM (CITY REQUIREMENT)
Assume 25 Yr-1 hour Storm = 2.95 in/hr
Using Schuler"Simple Method":
Rv= 0.05 + 0.009(I) where I = percent impervious
Rv= 0.576 in/in
Control Volume = Design Rainfall x Rv x Drainage Area
Control Volume = 26,595 CF say {t,6QQ
5. DETERMINE REQUIRED STORAGE DEPTH
Assume: 3:1 side slopes
solving for depth (d) by trial & error:
d = 1.03

6. DETERMINE ORIFICE SIZE
Control Volume must be drawn down over a 2 day- 5 day period.
Using orifice equation, solve for Diameter(D)that results in 3-1/2 day period:
D = (Q /0.026(h)'e),e
Where: Q = (Control Volume / 3.5 days x 86,400 sec/day)
= 0.030 cfs
h = d /2
= 0.52
Solving for D:
D = 1.27 Use , 1.; u " pipe
Actual Drawdown with actual drawdown pipe diameter(using orifice equation):
Q= 0.042 cfs
Draw Down Period = 2.51 days OK , < 5.0
7. SELECT OUTLET STRUCTURE DIAMETER
Size outlet structure such that depth of Q10 flow <1.0 feet:
Using Rational Formula (Q=CIA)where:
Cimper= A..B.'
Ccum = 0.59
::..:..:..A :.....4.31 ac
Q10 = 16.60 cfs
Assuming 1/2 circumference is used as weir and using
Francis Formula (Q=3.33LH''S)to solve for L such that H = 1.0:
L = 4.99 Feet
Min 36 inch diameter outlet structure
Use 48 inch diameter outlet structure
6. DETERMINE Q10 STAGE
Q10 = 16.60 cfs
Using Francis Formula(Q=3.33LH"')solve for H:

H10 = 0.86 feet
9. DETERMINE Q100 STAGE(ELEV. OF EMERGENCY SPILLWAY)
Using Rational Formula(Q=CIA)where:
Ccum = 0.59
..........................
...........................
1100 $SUin/hr
A ...:...:......:.4.31 ac
Q100 = 21.71
Using Francis Formula (Q=3.33LH"5)solve for H:
H100 = 1.02 feet
10. DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY(TOP BERM ELEV.)
Assume primary spillway blocked (i.e., emergency spillway to accommodate Q100)
Emergency spillway shall be a broad crested earthern weir designed to pass 100 year storm.
Using broad crested weir equation H = (Q/Cw x L)ti3
where: Q = Q100 21.71 cfs
Cw = 3.0
Length 36.feet
H = 0.39 feet
11. FOREBAY SIZING
Compute Actual Pond Volumes (using average end method):
Avg Incr. Incr. Cum.
Main Bay Volume : Elevation Area (SF) Area (SF) Depth T Vol (CF) Vol(CF)
.....................................................................
Pond Bottom 35.70 1,7961;
Bottom Veg Shelf 39 03 3 454 2,625 3.33 8,741 8,741
Normal Pond 4070 6,621< 5,038 1.67 8,413 17,154
Main Bay Volume = 17,154 CF
Forebay Volume ' Elevation Area S Area (SF l e t F Vol (CF 1 VolC
...........................
Pond Bottom 35.70 .297
Normal Pond 40 70 1 57g< 938 5.00 4,690 4,690
. ................................................
Forebay Volume = 4,690 CF
Total Pond Volume = 21,844 CF

Forebay Volume equates to 21.5 % of Total Volume
Temp. Storage Volume Elevation Area (SF) Area (SF) Depth(FT 1 Vol (CFI Vol(CFl
Normal Pond 40.70 8,200
Temp. Pond Level 41 73 9,A7U} 8,835 1.03 9,100 9,100
Temp. Pool Volume = 9,100 CF
25 Yr Storage Volume Elevation Area (SF Area (SF l Depth(FT l Vol (CF 1 Vol(CF1
Normal Pond 40.70 8,200
Rat Wall 43.00 11,147 9,674 2.30 22,249 22,249
25 Yr Pond Level 43.3$ 11,147 11,147 0.39 4,347 26,596
25 Yr Pool Volume= 26,596 CF
100 Yr Storage Volume : Elevation Area (SF l Area (SF l Depth(FT l Vol (CF) VolC
25 Yr Pond Level 43.39 11,147
...................................................................
100 Yr Pond Level 44 41 11 147 11,147 1.02 11,425 11,425
100 Yr. Pool Volume = 38,022 CF
12. SUMMARY
Pond Elevations:
Relativ Actual
Top Berm(minimum) 7.44 44.80
H= 0.39
100-Yr. Flood 7.05 44.41 (emerg. weir elev)
H100= 1.02
25-Yr. Flood 7.69 43.39
H10= 1.66
1-inch Storage 6.03 41.73 (primary weir elev)
storage depth= 1.03
Permanent Pool 5.00 40.70 (invert out elev)
pond depth= 5
..........................
Pond Bottom
...........................
13. WET DETENTION BASIN SUPPLEMENT

Basin Bottom Elevation 35.70
Perm. Pool Elevation 40.70
Temp. Pool Elevation 41.73
Perm Pool Surface Area 8,200 SF
Drainage Area 4.31 AC
Impervious Area 2.52 AC
Perm. Pool Volume 21,844 CF
Temp Pool Volume 9,100 CF
Forebay Volume 4,690 CF
SAIDA 4.34
Diameter of Orifice 1.50
Design Rainfall 1"
Design TSS Removal 90%

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a,06/2P/2005 11: 42 910-346-1210 JOHN PIERCE SURVEYOR PAGE 02
MCD� SOS
D�d
North Carollna Department of Environment and Natural Resources `1/�
127 Cardinal Drive Extension,Wilmington, NC 28405 [phone] FAX[phone] W ` 1"R-
ff
Request for Express Permit Review o
1�4
FILL-IN all Information below and CHECK required Permft(s), f
FAX to Cameron Weaver along with a narrative and vicinity map of the project location. A
Projects must be submitted by 9:00 A.M, of the review date, unless prior arrangements are made.
APPLICANT Name Keith Walker,President
Company_Fast Carolina Corrmunity Development Inc
Address "115 Turner Street City/State_Beaii ort. NC Zip 28514 County ar r
Phone ('g'52)504-5424 Fax_ Email
PROJECT Name_ Phoenix Park Phase TT
ENGINEER/CONSULTANT John L. Pierce
Company John L. Pierce &. Associatds P.A.
Address— P.O. Box 1685 1 City/State racksomr,l i Zip 2Z540 . County nncl�w
Phone[phone] Fax (910) 346-1210 Email_ her,-j,biLp . ;,ec ir_rmm
__ — ---- - -- — -----••------- - -� — - --- ----- __ - ---_ _-
❑ STREAM ORIGINATION CERTIFICATION ::
---------------------------- --
® STORMWA TER ❑ Low Density High Density-Detention Pond ❑ High Density-Other
❑ Low Density-Curb& Gutter ❑ High Density-Infiltration ❑ Off site
-------------•-—
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with acres to be disturbed.
--------- —
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted []Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application- ---
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple p6rmits:
SW $
CAMA $
LQS $
401 _ $
Total Fee Amount $

06/28/2005 11: 42 910-346-1210 JOHN PIERCE SURVEYOR PAGE 03
NARRATIVE
FOR
NCDENR STORMWATER FAST TRACK
HIGH DENSITY APARTMENT COMPLEX
PHOENIX PARK PHASE II
EAST CAROLINA COMMUNITY DEVELOPMENT, INC
JACKSONVILLE TWP., ONSLOW COUNTY,NC
JULY 2005
The Phoenix Park site contains 5.01 acres and is located off of NCSR 1308
approximately 2.8 miles northeast of its intersection with US Hwy 17. The site is bound
to the east by residential property and on all other sides by vacant property.
This is a high density site that will utilize a wet detention pond for stormwater treatment.
14 '1., IILL �[ 'j
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� p raM+ •.W 1 A +� 'vpq( ILL , +t ' } t
i

; O$/26/2005 11: 42 910-346-1210 JOHN PIERCE SURVEYOR PAGE 01
JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING •LAND PLANNING•MAPPING
MESMIlm
OFFICE:910-346-9800
FAX:[phone]
E-MAIL:[e-mail]
P.D. Box 158.5 or [e-mail] 409 Johnson Blvd.
Jacksonville, NO 26541 Jacksonville,NO 28540
DATE:
FAX NO- (910) 346-1210
157
TO:
NUMBER OF COPIES IN=ING THIS PAGE
REMARKS:
LOT.i,FARMLANO AND WOODLAND SURVEYING•SITE PLANNING•SUBDIVISION LAYOUT•LAND DEVELOPMENT PLANNING
CONSTRUCTION SURVEYING-TOPOGRAPHIC SURVEYING AND MAPPING
Phase I Environmental Audit/Rlsk Assessment

NC SEC OF STATE 919 807 2039 10/07 102 11 :41 Nr
362540
22 284 5045 Sd: 10/ 0/2002
State of North Carolina Date Filed: 1011512002 3:16 PM
Department of the Secretary of State Elaine F. Marshall
North Carolina Secretary of State
NONPROFIT CORPORATION'S STATEMENT OF CHANGE OF PRIN,
Pursuant to§5 SA-M2.1(b)of the General Statutes of North Carolina,the undersigned nonprofit corporation aces nemoy suormt the
following for the purpose of changing its principal office address currently on file with the Secretary of State.
INFORMATION CURRENTLY ON FILE
The name of the corporation is: East Carolina Community DPvalnnmPnt Tnr-
The street address and county of the principal office of the corporation currently on file is:
Number and Street: 216 Turner Street
City,State,Zip Code: Beaufort, NC 28516 County: Carteret-
The mailing address f/diWerenrjrorn tAestree/address of the principal office currently on file is:
NEW INFORMATION
I. The street address and county of the new principal office of the corporation is:
Number and Street: 315 Turner Street
City,State,Zip Code: Beaufort, NC 28516 County: Carteret
2. The mailing address if differearjrom the street address of the new principal office is:
3. This statement will be effective upon filing unless a later date and/or time is specified:
Thisisthe8thdayof October ,2002 .
t Ca o11 Pa Community Development Inc.
Na a of Corpaiploi,
$ij;rwru.a
Keith D. Walker CEO & President
Type or Print Name and Title
NOTES:
I. Filing fee is SS. This statement and one exact or conformed copy of it must be filed with the Secretary of State.
Revised January 2000 Form N-12
CORPORATIONS DIVISION P.O.BOX 29622 RALEIGH,NC 27626.0622