SW8991201_HISTORICAL FILE_20000526

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 CY)1201
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2o0o 052�g
YYYYMMDD

State of North Carolina
Di_{)artment of Environment
i .and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
May 26, 2000
Mr. Joe Albanese, Member/Manager
Bradley Pointe, LLC
1650 Military Cutoff Road, Suite 200
Wilmington, NC 2QI03
Subject: Reissuance of Stormwater Permit SW8 991201
Porters Neck South Plaza
Stormwater Project No. SW8 991201
New Hanover County
Dear Mr. Albanese:
Because the application had not been changed to reflect the new name change of the project Country
Haven Station to Porters Neck South Plaza, I mistakenly wrote the permit with the old name on May 24, 2000.
The enclosed signed permit dated May 26, 2000 With the correct project name of Porters Neck South Plaza will
supersede the permit dated May 24, 2000.
I apologize for any inconvenience and please call me if you have any questions, [phone].
Sincerely,
Scott Vinson
Environmental Engineer
RSS\sav: S:\WQS\STORMWAT\LETTERS\991201.MAY
cc: Wilmington Regional Office
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Qepnrtmefit of Environment
-and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
Mr. Joe Albanese, Member/Manager
Bradley Pointe, LLC
1650 Military Cutoff Road. Suite 200
Wilmington, NC 28403.
Dear Mr. Albanese:
May 24, 2000
Subject: Permit No. SW8 991201
Country Haven Station
High Density Stormwater Project
New Hanover County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Country
Haven Station on May 17, 2000. 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 991201 dated May 24, 2000, for the construction of Country Haven Station.
This permit shall be effective from the date of issuance until May 24, 2010, 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
adjudicator), hearing upon written request within thirty (30) days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Scott Vinson, or
me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/sav: S:\WQS\STORMWAT\PERMIT\991201.MAY
cc: Phil Tripp, P.E.
Tony Roberts, New Hanover County Inspections
Beth Easley, New Hanover County Engineering
Scott Vinson
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Emplover 50% recycled/10°/ post -consumer paper

State of North Carolina
Dppartment of Environment
,and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
Mr. Joe Albanese, Member/Manager
Bradley Pointe, LLC
1650 Military Cutoff Road, Suite 200
Wilmington. NC 28403
Dear Mr. Albanese:
May 26, 2000
Subject: Permit No. SW8 991201
Porters Neck South Plaza
High Density Stormwater Project
New Hanover County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Porters Neck
South Plaza on May 17, 2000. 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 991201 dated May 26, 2000, for the construction of Country Haven Station.
This permit shall be effective from the date of issuance until May 24, 2010, 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. Thisrequestmust
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Scott Vinson, or
me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/sav: S:\WQS\STORMWAT\PERMIT\991201.MAY
cc: Phil Tripp, P.E.
Tony Roberts, New Hanover County Inspections
Beth Easley, New Hanover County Engineering
Scott Vinson
Wilmington -Regional -Off ce
Central Files
127 Cardinal Dr. Est., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10 % post -consumer paper

State Stormwater Management Systems
Permit No. SW8 991201
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
Bradley Pointe, LLC
Porters Neck South Plaza
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "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 May 24, 2010 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
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
67,212 square feet of impervious area.
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 of this permit, and per
approved plans.
2

Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
State Stormwater Management Systems
Permit No. SW8 991201
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Porters Neck South Plaza
SW8 991201
New Hanover County
Mr. Joe Albanese, Membcr/Manager
Bradley Pointe, LLC
1650 Military Cutoff Road, Suite 200
Wilmington, NC 28403
Application Date: May 17, 2000
Name of Receiving Stream/Index #: UT Pages Creek / (CFR24 18-87-22)
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Drainage Area, acres:
Total Impervious Surfaces, 112:
Building, ft2:
Parking, ftz:
Sidewalks, ft2:
Offsite Area entering Pond, ftz:
kequircd Surface Area, ft2:
Provided Surface Area, ftz:
Required Storage" Volume, ft3:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
&VO
24 ppm
6
30.00
2.63
67,212
20,613
43,670
2,929
none, per Engineer
3,788
3,808
5,518
6,824
31.50
1.00" � pipe
3

State Stormwater Management Systems
Permit No. SW8 991201
II. SCHEDULE OF COMPLIANCE
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.
e. 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.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DWQ. The records will indicate the date, activity, name of person performing the work and what actions
were taken.
Decorative spray fountains will not be allowed in the stormwater treatment system
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.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this pcimitted 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.
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. The following items will 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 projectarea 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. The Director may determine that other revisions to the project should require a modification to the permit.
11. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum
of ten years from the date of the completion of construction.

State Stormwater Management Systems
Permit No. SW8 991201
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 runoff from all built -upon area on the project must be directed into the permitted stormwater control
system.
15. 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
tame 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.
16. The permittee shall notify the Division of any mailing address changes within 30 days.
III. GENERAL CONDITIONS
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 of this 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 26h day of May, 2000.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Z7
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 991201

State Stormwater Management Systems
Permit No. SW8 991201
Porters Neck South Plaza
Stormwater Permit No. SW8 991201
New Hanover County
Designer's Certification
1> as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the 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
RionatnrP
Registration Number
Date

State Stormwater Management Systems
Permit No. SW8 991201
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.
�. All the built -upon area associated with the project is graded such that the runoff drains to the system.
�. T1ic outlet/bypass siruc ure elevations are per the approved plan.
_5. The outlet, structure is located per the approved plans.
6. Trash rack is provided on the outletibypass 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.
1. 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
Tony Roberts, New Hanover County Building Inspector

TE 99115
G)FFfCIip177 ;.
Dale Received Fee Paid Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specif}, 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):
Joe Albanese, Member/Manager
3. Mailing Address for person listed in item 2 above:
1650 Military Cutoff Road. Suite 200
City: Wilmington State: NC Zip: 28403
Telephone Number: 910-256-1162
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance etc.):
Coup Oyr% teak S- ,.+, Ys,/9 20.
5. Location of Project (street address):
City: Wilmington County: New Hanover
6. Directions to project (from nearest major intersection):
Approx. 4500 If South from the intersection of US Hcvy 17 and SR 1402
7. Latitude : N 340 17' 30" Longitude: W 770 48' 00" of project
8. Contact person who can answer questions about the project:
Name: Phillip TrippTelephone Number: 910-763-5100
11. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

SW8 991201
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
The existing permit number NA and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control _404//401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Servic�e�ter`at E V E D
1-877-623-6748.
III. PROJECT INFORMATION
MAY I I Z000
1. In the space provided below, summarize how stormwater will be treated. Also attach a detRAW ou _ vim_
(one to two pages) describing stormwater management for the project.
stormwater detention pond
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 3.25 acres
5. I -low many drainage basins does the project have? I
4. Project Built Upon Area: 58.7 %.
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.
m
Basi�[nformation,
sa "'"' v
�DrainageBastnel,g,rt,,
b'" Drama eBasm�2 r
A u g,
Receiving Stream Name
unnamed trib. to Sweetwater Branch
Receiving Stream Class
SA
Drainage Basin Area
114,563 sf
Existing Impervious * Area
0
Proposed Impervious * Area
67,212 sf
% Impervious* Area (total)
58.7%
Impervious *Surface Area " r, "';,.;,
$ ' Drainage Bastrc l
# DrainageBasut 2' ,`'z' F `;
On -site Buildings
20,613 sf
On -site Streets
0
On -site Parking
43,670 sf
On -site Sidewalks
2,929 sf
Other on -site
0
Off -site
1 0
Total:
I£,=67,212 sf
E=
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and firture 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. .%he following covenants are intended to ensure ongoing compliance with state stormwater management permit
number NA as issued by the Division of Water Quality. %here covenants may
not be changed or deleted without the convent ofthe State.
2. No more than _NA square feet of arty lot shall be covered by stnuetures ofimpen4our materials.
Impervious materials include asphalt, gravel, concrete, brick stone, slate or similar material but do not include wood
decking or the water surface ofswimming pools.
3. Swales shall not be filled in, piped or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior
to construction.
5. All permitted nunofffrom outparcels or future development shall be directed into the permitted stormwater control
syvtem. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the .system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming tinder 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 pennit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stonnwater and General Permits Unit at [phone] for
the status and availability of these forms.
Fonn SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-109
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101
Version 3.99
Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Appli�,apt's Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420.(payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Developnment/Project name
- Engineer and firm
- Legend
- North arrow
Scale
Revision number and date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, Finished floor elevations
Details of roads, drainage features, collection systems, and stonnwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Tripp Engineering. P.C.
Mailing Address: 419 Chestnut Street
City: Wilmin on State: NC Zip: 28401
Phone: [phone] Fax: [phone]
VIIL APPLICANT'S CERTIFICATION
1, (print or type name ofperson listed in General Information, item 2) Joe Albanese
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 bete orded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000�
Signature:
Date: p
Form SWU-10B-/. Version 3.99 Page 4 of 4

5/17/00
CDC
IiTotal Drainage Area
s . ft. I acres
114,563 1 2.63
Impervious Area
Land Use
s . ft.
acres
buildings
20.613
0.47
rkin /as haft
43,670
1.00
concrete
2,929
0.07
Total
67,212
1.54
Stormwater Calculations:
Time of Concentration
Hydraulic Length (L) = 850 ft.
change in Height (H) - 4.5 ft.
Tc = (Ls /H)aes / 128
10.59 min.
Flow for 10 year, 6 hour Storm (0ra)
OPRE _ (CPRE) x x (Area)
= 4.14 cfs
OPosr = (CPear) x (Irk x (Area)
11.10 cf.
CN = (98)(% imp.) + (60)(1-% imp.)
83
P = 4.82 in, forlOyr, 6 hr storm
S = 1000/CN - 10
2.05
Depth (D)= [P-(0.2)(S)]2 / [P+(0.8)(S)]
3.01 in.
Time to Peak Flow:
TP = [(43.5)(D)(Area)]/ 02.POar
31.04 min.
Detention Pond Desiow
Pond Size
Elevation
ft.)
Surface Area
(sq. ft.
Normal Pool
30.00
3,808
Flood Pool
31.50
5,170
Top of Bank
33.00
6,695
Bottom of Pool
24.00
132
Provided Storage Volume:
[(Normal pool SA+ Flood Pool SA) / 2]
x (F.P. elev. - N.P. alev.)
6,734 cu. ft.
Porters Neck South
Stormwater Calculations
CAROI/�����%
sio••..
da SEAL 9r`•.
' 17374 'a
-0yl.c�, GINE``Q•�Q
.N
REGO����o`�
�// 111111111U\\�
V. <
99115POND.)ds �7. 1��yy�1 .0b 1 oft
% impervious - 0.587
= 58.7%
say 58.7%
CPRE = 025
CPosr = (% imp.)(.95)+(1 % imp.)(.25)
0.67
Ile = 6.30 in/hr
125 = 7.13 in/hr
Flow for 25 year, 6 hour Storm (025)
OPRE _ (CPRE) x (125) x (Area)
4.69 cis
DP05T = (CPOer) x (125) x (Area)
12.56 cis
CN = (98)(% imp.) + (60)(i % imp.)
83
P = 5.71 in. for 25 yr, 6 hr storm
S - 1000/CN - 10
2.05
Depth (D)- [P-(0.2)(S)]2 / [P+(0.8)(S)]
3.82 in.
Time to Peak Flow:
TP = [(43. 5)(D)(Area)] / Dto.Pger
34.81 min.
State Surface Area Requirement at normalpool:
Pond side slopes = 3 :1
Depth below N.P. - 6 ft.
SA/DA - 0.0332
(Chart for 90% TSS Removal for Wet Detention
Pond without Vegetative Fitter
Required SA = (SA/DA) x (Total Drainage Area)
3,803 sq.ft.
State Volume Required for Storage of first 1' of runoff
Vol. = [(1/12) x (DA) x (% imp.)] +
[(1112) x (DA) x (1-% imp.) x C]
C - 0.2
6,390 cu. ft.
99115
RECEIVED
MAY 17 2000
DWQ
PROJ#

5/17/00
CDC
Porters Neck South
Stormwater Calculations
99115
Pond Volume:
Normaottom
Pool SA c 3,808 sq. R.
r Vol. _ [(N.P. SA + Bottom SA) / 21 x (N.P. el. - Bottom el.)
11,820 cu. ft.
Forebar.
Required Volume
Vol. = 20% of total permenart storage volume
2,364 cu. ft.
Outlet Structure Design:
Flow for 2-day drawdown:
for 1s: 1" of stormwater,
Q = Required Vol. / 172,800 sec. (2-days)
0.037 cfs
Required Area of Pipe for 2-day drawdown:
A- Q/[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ft./s2
h = (F.P. elev.- N.P. elev.)12
0.75 ft.
A = 0.0089 sq. ft.
Diameter of Pipe for 2-dav drawdown
DIA. = SQRT[(A x 4) / pi]
0.1063 ft.
- 1.28 in.
'Use: 1.0 in diameter pipe
Outlet Structure Check
Using a 4' x 8' Basin,
Perimeter L = 32 ft.
Q = CIA
C = I% imp.)(.95) + (1-% imp.)(.25)
= 0.67
1 = 7.13 in. for a 25 yr. Storm
A = 2.63 Acres
12.56 cfs
Q-
CwxLxHrs
H =
[Q / (Cw x L)]vs
Cw= 3
-
0.26 ft.
Peak elevation =
flood pool elevation + H
-
31.76 ft.
99115P6ND.xIs
Provided Volume
Bottom SA =
304 sq. ft.
Normal Pool SA =
1,320 s . ft.
Vol. _
[(N.P. SA+ Bottom $A) / 2] x (N.P. el. - Bottom el.)
2,436 cu. ft.
depth =
3 ft.
Flow for 5-day drawdown:
for 1st 1' of stormwater,
Q = Required Vol./ 432,000 sec.(5-days)
0.015 cfs
Required Area of Pipe for 5-day drawdown:
A= Q/(Cd x SQRT(2 x g xh)]
Cd = 0.6
g= 3122%1/s
h = (F.P. elev. - N.P. elev.) 12
= 0.75 ft.
A = 0.0035 sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.0672 ft.
0.81 in.
2 of

TRwp ENGINEERING, P.C.
0 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
May 17, 2000
MAY 17 2000
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Mr. Scott Vinson
Re: Porters Neck South Plaza
SW8 991201
New Hanover County
TE 99115
Dear Scott:
Enclosed please find two (2) sets of revised plans, and two (2) sets of revised
calculations, one (1) revised original and one (1) copy of page 2 of the stormwater permit
application and one (1) revised page 1 of the wet detention supplement form.
Please contact us with questions or comments, or if you require additional
information. Thank you.
Sincerely,
Tripp Engineering,
�P.C..
V.
VdVl";'
.
Monica V. Loughlin.
MVL:dcb
Enc.

4
Worksheet
Worksheet for Circular Channel
Project Description
Project File
c:\haestad\fmw\porters.fm2
Worksheet
WETLAND OVERFLOW
Flow Element
Circular Channel
Method
Manning's Formula
Solve For
Full Flow Capacity
Input Data
Mannings Coefficient 0.009
Channel Slope 0.003600 ft/ft
Diameter 10.00 in
Results
Depth
0.83
ft
Discharge
1.90
cfs
Flow Area
0.55
ft'
Wetted Perimeter
2.62
ft
Top Width
0.00
ft
Critical Depth
0.62
ft
Percent Full
100.00
Critical Slope
0.004440 ft/ft
Velocity
3.48
ft/s
Velocity Head
0.19
ft
Specific Energy
FULL
ft
Froude Number
FULL
Maximum Discharge
2.04
cfs
Full Flow Capacity
1,90
cfs
Full Flow Slope
0.003600 ft/ft
ECEIVFD
VAT 1.0 2M
DM
FIMS
05108100
FlowMaster •5.15
03:04:57 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1

TRwp ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
May 10, 2000
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Mr. Scott Vinson
Re: Porters Neck South Plaza
SW8 991201
New Hanover County
TE 99115
Dear Scott:
MAY 10 2000
L $C(
�U \
J�
Enclosed please find two (2) sets of revised plans, and two (2) sets of worksheet for
circular channel.
Please contact us with questions or comments, or if you require additional
information. Thank you.
Sincerely,
Tripp Engineering, P.C.
InAA"CO-tI, lod))AfA�
Monica V. Loughlin.
MVL:dcb
Enc.

E
APR 2 0 2000
BY:
TRIPP ENGMERING, P.C.
419 Chestnut Street Wilmington, North Carolina 28401
910/76i-5100 Fax [phone]
LETTER OF TRANSMITTAL
Job No'.9 19
`
To: N� Date: Za 0()
Attention: C-2G01 h S dy\ Subject:
FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER
I am sending you: ( ) ATTACHED {) UNDER SEPERATE COVER
( ) Prints ( ) Tracings { ) Copy of letter ( ) Specifications ( ) Other
0l*1 D uwi 6 Lp( !Z n &.4"r
4
1
These are transmitted as checked below:
For Approval (') For Your Use ( ) Sign & Return (Review
Remarks: /�
1,
Sign

J
TRII'P ENGINEERING, P.C.
0 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
April 19, 2000
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Mr. Scott Vinson
Re: Porters Neck South Plaza
SW8 991201
New Hanover County
TE 99115
Dear Scott:
�loll � �
' D.. � , 111
pFtw 8 DWO
®
?utl Gw u( �.avJZ pwv
Enclosed please find two (2) sets of revised plans, two (2) sets of revised
calculations, a revised page 2 of the stormwater permit application and a revised page 1 and
page 3 of the wet basin supplement form.
We are currently in negotiation with the state for the displaced wetlands. The total
wetland area is 1.26 acres. The displaced wetlands total 0.63 acres, which allows 0.63
acres to remain.
Please contact us with questions or comments, or if you require additional
information. Thank you.
Sincerely,
Tripp Engineering, P.C.
lw�.v-
Monica V. Loughlin.
MVL:dcb
Enc.
. A x

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
FEB 0 4 2000
February 2, 2000
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Mr. Scott Vinson
Re: Porters Neck South Plaza (formerly Country Haven Station)
SW8 991201
New Hanover County
TE 99115
Dear Scott:
In response to your correspondence dated January 6, 2000, we offer the following:
1. Our consultant has set a time to meet with the Corp for confirmation of his wetland
delineation.: A surveyed wetland line will be provided upon Corp approval.
2. Results from the chlorides test have been provided.
3. All correspondence is referenced.
We realize a permit cannot be provided until a delineation is provided. A response was
required before February 6, 2000, therefore we have produced this project. Please contact
us with questions or comments, or if you require additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
C a Cl-----
Charles D. Cazier, E.I.
CDC:dcb
Enc.

OXFORD
laboratories
nc.
TRIPP ENGINEERING PC
507 CHESTNUT ST.
WILMINGTON, NC 28401
ATTENTION: CHARLES LAZIER
Analytical and Consulting Chemists
1316 South Fifth Street
Wilmington, N.C. 28401
[phone]
DATE RECEIVED 01-14-00 Fax [phone]
DATE REPORTED 01-18-00
OOW7715
PAGE 1 OF I
SAMPLE DESCRIPTION: I Ct 01-14-00
1. UT PAGES CREEK 01-14-00
Chloride, as C1, PPM
KEN1��� ��ZtfiG vj
1IITH. SENIOR ANALYST

NO
OXFORD
Lboratorles
nc.
Analytical and Consulting Chemists
S A h R h L E S U B M 7= S S S O N
N_ P_ 0_ IH_ S_ It 7 S
1316 South Fifth Str"t
Wilmington, N.C. 28401
[phone]
Fax[phone]
,/� C L SENT 1N F=OR N AT7: ON
CLIENT HOME: ,(��/t Ir 'j1�j �j{A �6 ATTENTION:-/ �k� i/ L,
ADDRESS iTf�o-,R 'EICj(�)2� CITY I/�lL(�/t(�(7(-IJ C�' STATE �c ZIP 2{C�l
TELEPHONE NUMBER: ` /�I/� `IY .J- CJ�yy /FF AIX N0:
P UR C II A SE ORDER r SAMPLES COLLECTED BY:
SAMPLE TYPE: WASTEWATER DRINKING WATER MONITORING WELL SLUDGE SOIL OTHER COMPLIANCE NON-COMPLIANCE
=RII -=
1
= l
- - -- -- PIE ---=__-'_=_
OR I.O. 1
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U7 R' t cgr�t _
- ---- _
DATE
COLLECTED
1 14 o6
= -- - ==
1191
COU H HO
2 `�J
- -== -
EEMPERA14RE
5�
-----__-= AMAII= -_-_-__
REOUESIEO
--_--_-----i__-_-=_---
'-' Gu j)(UOC
---nIS=
ApAt
.AE IROO
---see
_- TIP(
COATAIAER
-----_-
PRESERVATIVE
USED
_----_
SAMPLES RELINQUISHED BY: CVsZ- 0A I /TIME HJ DD .
SAMPLES RECEIVED BY: DATE /T IMF. U LABORATORY I.D. 4: 606J77/,-
RECEIVED WITHIN HOLD TIMIM'cE—�_/ YES NU TEMPERATURE UPON RECEIPT:
A C C E P IED: YE5 NO AESAMPLE REQUESTED: YES NO SHIPPER I:
S A M P L E S U B M S S S= O N = N F O R M A T S O N
NOTE: LAB PIT AND RESIDUAL CHLORINE RESULTS ARE NON-REPORVAOLE FOR NPOES COMPLIANCE REPORTING.
WASTEWATER COMPLIANCE SAMPLES MUST BE RECEIVED ON ICE N 4 C (�/- 20) AND INCLUDE A TEMPERATURE BLANK.
NORMAL RECEIVING SCHEDULE 1S MONDAY--FRIDAY 8:00 AM - 4:30 PM. SEE FOLLOWING EXCEPTIONS:
MONITORING WELL SAMPLES WHICH INCLUDE COLIFORM ARE RECEIVER I MON-WED BY 2:00 PM.
BOOS - 48 OR HOLD TIME -p ON WED L FRI gMUST BE IRECEIVEIDI BY 12:00 PM.
MBAS 01A AND O.PO4-P - AB IT IIOLUI TIME
RECEIVESE MEI DNYO Y IZORtSDAY BY 2:00 PM.
TOTS 1. NDL. I FORM - 30 IIR
FECAL COLIFORM - 6 HIT HOLD TIME - RECEIVED MONDAY - IIIURSDAY BY 2:00 PM.
41
I(I
REVISED 6-8-99

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14 13
14.2
12 111 16
R-15
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R

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
January 6, 2000
Mr. Joe Albanese, Member/Manager
Bradley Pointe, LLC
1650 Military Cutoff Road, Suite 200
Wilmington, NC 28403
Subject: ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 991201
Country Haven Station
New Hanover County
Dear Mr. Albanese:
The Wilmington Regional Office received a Stormwater Management Permit Application for Country
Haven Station on December 1, 1999. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
Delineate all wetlands on site, or note on the plans that none exist.
2. In order to allow the use of a detention pond, you must demonstrate that the receiving waters
are not class SA. Each project that drains to class SA waters and proposes a detention pond
must provide it's own chlorides test. Provide the results of the required chlorides test conducted
at a point in the receiving stream that is at least 1 /2 mile downstream from the proposed outlet,
after a minimum of 3 days without rain, and at high tide. Provide a USGS map showing the
project site and the location of the sample site downstream. This directive is scheduled to be
rescinded soon, so please get it in as soon as possible.
3. Please reference the project number above on all correspondence.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10 % post -consumer paper

Mr. Albanese
January 6, 2000
Stormwater Project No. SW8 991201
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 February 6, 2000, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the
application fee. 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.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
ScottVinson
Environmental Engineer
RSS/sav: S:\WQS\STORMWAT\ADDINFO\991201.JAN
cc: Wilmington Regional Office
Phil Tripp, P.E.

1211/99 .
CDC
Total Drainage Area
ft. acres
141,3 0 3.25
impervious Area
Land Use
s . R.
buildin s
21,600
arkin as haft
51,645
concrete
2,805
Total
75,4502
Stormwater Calculations:
Time of Concentration
Hydraulic Length (L) = 850 R.
change In Height (H) = 4.5 R.
Tc = (L3 /H) 385 1128
10.59 min.
Flow for 10 year, 6 hour Storm (Q10)
QPRE - (CPRE) x (110) x (Area)
5.12 cfs
QPosT = (CPoar) x 010) x (Area)
12.90 cfs
Son
CN = (98)(% Imp.) + (60)(1-% Imp.)
81
P = 4.82 in. forl Oyr, 6 hr storm
S = 1000/CN - 10
2.35
Depth (D)= [P-(0.2)(S)121 [P+(0.8)(S)1
2.53 in.
Time to Peak Flow:
TP = [(43.5)(D)'Area)1 / Q2.Po9T
30.98 min.
Detention Pond Design:
Pnnd Size'
Elevation
R.)
Surface Area
s . R.
Normal Pool
30.00
4,773
Flood Pool
31.50
6.311
To of Bank
33.00
7,952
Bottom of Pool
24.50
553
Provided Storage Volume:
[(Normal pool SA + Flood Pool SA) 121
x (F.P. elev. - N.P. elev.)
8,313 cu. R.
99115POND.xis
American Storage
Stonnwater Calculations
% impervious = 0.533
= 53.3%
say 53.0%
CPRE - 0.25
CPosr= (%imp.)(.95)+(1-%imp.)(.25)
0.63
110 = 6.30 in/hr
125 = 7.13 in/hr
Flow for 25 year, 6 hour Stonn (Q25)
QPRE _ (CPRE) x (125) x (Area)
5.79 cfs
QPOST = (CPosr) x (125) x (Area)
14.60 cfs
CN = (98)(% imp.) + (60)(1-% imp.)
= 81
P = 5.71 in. for 25 yr, 6 hr storm
S = 1000/CN - 10
2.35
Depth (D)= (P-(0.2)(S)]t / (P+(0.8)(S)l
3.62 in.
Time to Peak Flow:
TP= ((43.5)(0)(Area)1 f 010,POST
35.06 min.
fz�ct
(Chad for 90% TSS Removal for Wet Detention
Pond without Veaetative Fitter)
State Volume Required for Storaqe of first 1' of runoff
Vol. = ((1/12) x (DA) x (% imp.)] +
((1/12) x (DA) x (1-% imp.) x C1
C = 0.2
- 7,390 cu. R.
\\\\\\111 I I I I I I I l)y7/
``•\\��Pj H CAROB
;cQ SEAL
=ice
17374 1
1 of 2 f4
99124
le-1

12/1/99 American Storage
CDC Stormwater Calculations
Pond Volume:
Bottom SA = 553 sq. ft.
Normal Pool SA = 4,77773 sq. R.
Vol. _ ](N.P. $A+ Bottom SA) 1 21 x (N.P. el. - Bottom el.)
14,647 cu. ft.
orF
Required Volume
Vol. = 20% of total permenant storage volume
- 2,929 cu. ft.
Outlet Structure Desion'
Flow for 2-day drawdown:
for 1st 1' of stonnwater,
Q = Required Vol. / 172,800 sec. (2-days)
0.043 cfs
Required Area of Pipe for 2-day drawdown:
A= Cl I [Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 ft./s2
h = (F.P. elev.- N.P. elev.)12
= 0.75 ft.
A = 0.0103 sq. R.
Diameter of Pice for 2-day drawdown
DIA. = SORT](A x 4) / pi]
0.1143 ft.
1.37 in.
'Use: 1.25 in diameter pipe
Outlet Structure Check:
Using a 4' x 4' Basin,
PerimeterIL)
L = 16 ft.
Q = CIA
C = (% Imp.)(.95) + (1-% imp.)(.25)
0.63
1 = 7.13 in+ for a 25 yr. Storm
A 3.25 Acres
14.60 cis
Q= CwxLxH"
H = (Q I (Cw x L)113
Cw- 3
0.45 ft.
Peak elevation = Rood pool elevation + H
31.95 ft.
Provided Volume
Bottom SA =
435 sq. ft.
Normal Pool SA =
1,620 sq. ft.
Vol. _
((N.P. SA + Bottom SA) / 2] x (N.P. el. - Bottom el.)
3,083 cu. ft.
depth =
3 ft.
Flow for 5-day drawdown:
for 1st 1' of stormwater,
Q = Required Vol. / 432,000 sec. 15days)
0.017 cfs
Required Area of Pipe for 5-day drawdown:
A- Q/ (Cd x $QRT(2 x g x h))
Cd = 0.6
g = 32.2 ft /$2
h = (F.P. elev. - N.P. elev.) / 2
0.75 ft.
A = 0.0041 sq, ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.0723 ft.
0,87 in.
99124
99115POND.xis
2 of

TRIPP ENGMEEEiING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
December 1, 1999
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Country Haven Station
New Hanover County, NC
TE 99115
Dear Linda:
Enclosed please find two (2) sets of plans, one (1) signed original and one (1)
copy of the application form with narrative, one (1) wet detention basin supplement, two
(2) sets of signed sealed calculations and one check for the application fee.
Please review for approval and contact us with any questions or comments.
Thank you.
Sincerely,
Tripp Engineering, P.C.
IMAU' (24 V. �'A
Monica V. Loughlin
MVL:dcb
Enc.
RECEIVED
DEC 011999
BY: 3AI

'74

Stormwater Narrative
December 1, 1999
Re: Country Haven Station
New Hanover County
TE 99115
The total drainage area of this project is 3.25 acres. Two buildings are being constructed
totaling 21,600 sf An asphalt access and parking area for both buildings will total
51,045 sf A complete 75,450 sf of impervious area (2805 sf of sidewalk) brings the total
built upon area to 53.3% impervious.
Stormwater runoff will be handled by a wet detention pond designed to exceed the states
requirement of the first one inch of runoff. This pond will drain to Sweetwater Branch
with a classification of SA. Chloride testing was previously approved for a stormwater
pond downstream from this site. (See SW8 940110 A v etated filter is not required due
to the 90% TSS removal used in the wet detention design