SW6020101_CURRENT PERMIT_20020118

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW (%`OI
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
&--z)r2 4Q 1_L
YYYYMMDD

Ar
NCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor
January 18, 2002
Mr, Mike Gatti, Owner
Carolina Court
P.O. Box 602
Carthage, North Carolina 2£327
SltBJFCT: Permit No, SW6020101
Carolina Court
High Density Commercial Development
Stor•mwater Project
Moore County
Dear Mr. Gatti:
William G. Ross Jr., Secretary
Gregory J, Thorpe, Ph.D.
Acting director
Division of Water Quality
The Fayetteville Regional Office received a complete Stormwater Management Permit
Application for Carolina Court on January 9, 2002, Staff review of the plans and specifications
has determined that the project., as proposed, will comply with the Stornlwater Regulations set
forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW6020101, dated January
18, 2002, for the construction of stormwater treatment Facilities associated with Carolina Court.
This permit shall be effective from the date of issuance until January 17, 2012, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements of item 11.4 of this permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management system will result.
in fixture 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 pernk 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, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. Unless such
demands are made, this permit shall be final and binding,
Fayetteville Regional Office
225 Green Street Suite 714, Fayetteville, North Carolina 28301-50,13
Phone: [phone] ti FAX: [phone]Internet: Nvww.enr,swe.nc.us"E-NR
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

Mr. Gatti
Date 2
January 18, 2002
If you have any questions, or need additional information concerning tfiis matter, please
contact Mr. Ricky Revels at. (910) 48 _541, ext 720.
Si�q�e e ,
Paul F. Rawls
Water Quality Regional Supervisor
PER: RR/rr
cc: Gene Opdyke, Whispering Pines - Pianning/Z,oning/inspections
Pat. S. Willett, Hobbs, Upchurch & Associates, P.A..
Fayetteville Regional Office
Central Files

Statc 5torinwaler Management Systems
1'em it h;o. SW6020101
STATE OF NORTH CAROLINA
DEPARTMENT Of+ ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWAT R 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
Carolina Court
Moore County
FOR THE
construction, operation and maintenance of a wet detention pond and 2 bio-retention areas in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "slot'inwatei
miles'') 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 ofthis permit.
The Permit shall be effective from the date of issuance until January 17, 2012 and shall be subject
to the following; specific conditions and limitations:
1. DESIGN STANDANDS
This pen -nit 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 4een approved for the management of stormwater runoff as
described on pages 3-5 of this permit, the Project Data Sheets. One (1) Wet Detention
basin designed for 90% TSS removal efficiency without effluent filter and two (2) Rio -
Retention basins. The stormwater controls have been designed to handle the runoff from
1139 acres for a total of 160,003.34 square feetof impervious area. This equals a. total of
32,2774% 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 pages 2-5 of this
permit, and per approved plans.
2

State Stornrwater Management 5ystenis�
Permit No. SW6020101
5. - The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control systems. A. permit modification gust be
submitted and approved prior to the construction of additional built -upon area.
6. The built -upon area for the future development that is not included in this permit is limited
to 17.7226 % as required by high density option associated with WS-1.11 regulation. A
permit modification must be submitted and approved prior to the construction of
additional built -upon area.
7. The drainage area for each bio-retention basin must be less than 5 acres.
8. The nriniraum width for each bio-retention area must be 15'. The minimum length for each
bio-retention area must be 40', For widths greater than 20', the length must be at least
twice the width.
9. The minimum required surface areafor each bio-retention basin must be 5% of tile
combined rational runoff coefficient multiplied by the drainage area.
10. The minimum required volume for each bio-retention basin must be based on the 1 " storm.
11, The drawdown time for each bio-retention basin must be less than 4 days.
12, For an average tree spacing of 12', and an average shrub spacing of S', the minimum stem
count For each bio-retention basin is 1,000 trees and shrubs per acre of drainage area.
13. There must be at least 2 or 3 shrubs provided for each tree.
14. A minimum of three (3) species oftrees and three (3) species of shrubs trust be provided
in each bio-retention basin to ensure diversity.
15, At installation, trees must be a minimum of 2.5" dia.meter caliper. Shrubs must be at least
3 or 4 feet ill height or have an 18"-24" spread,
3

State Stormwater Management Systems
Pumit No. SW6020101
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Carolina Court
Permit Number:
SW6020101
Location:
Moore County
Applicanl.:
Mr, Mire Gatti, Owner
Mailing Address:
Post Office Box 602
Cartilage, NC 28327
Application Date: January 9, 2001
Name of Receiving Stream/Index #: Little River / 18-23- (1)
Classification of Water Body: WS-111 / HQW
If Class SA, chloride sampling results: n/a
Pond Depth, feet: 3.5 feet. (permanent pool)
Permanent Pool Elevation 1~MSl1: 393.5
Drainage Area, acres:
Total Impervious Surfaces, sq ft.-
Mite Area entering Pond, sq ft:
Required Surface Area, sq ft:
Provided Surface Area, sq ft:
Required Storage Volume, cu.fl.:
Provided Storage Volume, cu.ft:
Temporary Storage Elevation, FMS.L:
Controlling Orifice:
Required 85% TSS Filter:
3.85
90,604.80
None, per Engineer
9,056
9,112 .
10,089
18,068
396,0
3.00" pipe
N/A, System designed for 90% TSS removal.
4

State Slonmvater Management Systems
Fe mil t�foW . S£020t01
Project Name:
Permit Number:
Location:
Applicant.:
Mailing Address -
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Carotina Court
SW6020101
Moore County
Mike Gatti, Owner
Post Office Box 602
Carthage, NC 28 327
Application Date: January 9, 2002
Name of Receiving Stream/index Little River 1 18-23-(1)
Classification of Water Body: WS-1I1 i HQW
Bio-.Retention .Basin Number. -
Pond Depth, feet:
Drainage Area, sq ft
Dimensions, L x W, ft.:
Total Impervious Surfaces, sq ft:
Offsite Area entering fond, sq ft:
Required Surface Area., sq ft.-
Provided Surface Area, sq ft:
Required Storage Volume, cu.ft:
Provided Storage Volume, cuff
Draw Down Time, hours:
Minimum Stern Count:
Number of Trees provided:
Number of Shrubs provided:
1
6"
29,223
150' x 24'
20,037.60
111a
1,1.61.17
4,465
1,800
1,800
50.64
102
25
77
5
2
6"
52,473.38
260' x 25' avg.
37,462
n/a
3,077.78
6,532
3,250
3,250
62.17
150
38
112

titate Stormwater Management Systems
Permit No. SWGOZIIt01
1111. SCHEDULE 01+ COMPLIANCE
The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the constriction of any built -upon surface.
2. During constriction, erosion shall be kept to a minimum and any eroded areas of the
system will he repaired immediately.
The permittee shall at all time,; provide the operation and maintenance necessary to assure
the permitted stormwater system f inctions 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 linuted to:
a. Semiannual scheduled inspections (every 6 months),
h. Sediment removal.
C. Mowing, and revegetating 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.
h. The wet detention pond for Carolina Court permit No. SW6020101 was
designed to remove 90% TSS, therefore a vegetated filter was no required.
The vegetated Filter if required 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 nWQ. 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.
6The 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.
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.
no

State Stormwater Management Systemp
Permit No. Sw6020MI
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. Proiect name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
C. 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.
11. The permittee shall submit final site layout and grading plans for any permitted fitture
areas shown on the approved plans, prior to construction, If the proposed RUA exceeds
the permitted amount, a modification to the permit niust be submitted and approved prior
to construction.
12. Prior to the sale of any portion of the property, an acces,"dmaintenance 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 subrtvt a written time schedule to the Director of 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.
11.1. 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 Divisit n of Water Quality accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
_-appropriate. appropriate. The approval of this request will be considered on its merits and may or may
-- not be approved.
7

State slormwater Managenlen( Syste1w;
Permit No. SW6020 101
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Pennittee to an enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statutes 143-215,6A to 143-215.6C.
The issuance of this permit does not preclude the Perrnittee 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 D.ENR Stan permission to enter the property for the purpose of
inspecting all components of the permitted stormwater management facility.
6. The permit may he 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 18th day of January, 2002.
NORTH CAROLINA,ENVIRONMENTAL MANAGEMENT COMMISSION
Gregory rho'rpe,'-Kp., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW6020101
8

State Stormwater Managenteiil Systems
Penuil No, SW60201 01
Carolina Court.
Stormwater Permit No. SW6020101
Moore County
Designer's Certification
as a duly registered In
the State of North Carolina, having been authorized to observe (periodically/weekly/frill time) the
construction of the project,
(Protect)
for _ (Project Owner) hereby state that, to the nest of my
abilities, due care and diligence was used in the observation of the project constniction 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:
Signature
Registration Number
Date
9
SEAL

State Stormwater Management Systems
Nni it Into. SitiW20101
Certification Requirements:
_1. The drainage area to the system contains approximately the permitted acreage.
—2. The drainage area to the system cbritains 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 stricture elevations are per the approved plan.
_5. The outlet structure is located per the approved plans.
_6. Trash racy is provided on the outlet bypass structure.
—7. All slopes are grassed with permanent vegetation.
_9. Vegetated slopes are no steeper than 11.
—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 shell, and a forebay.
_14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Gene Opd_yke, Whispering Pines - Planning/Zoning/Inspections
NCDENR/ DWQ/Fayetteville Regional Office
INI

t
'OFFICE USE`OIsiCY+
Date 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
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Mike Gatti
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
Post Office Box 602
City: Carthage State: NC Zip: 7.377
Telephone Number: ( 910 ) 947-3144
4. Project Name (subdivision, Facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Carolina Court
5. Location of Project (street address):
7454 N.C. Highway 22
City: Carthage County: Moore
G. Directions to project (From nearest major intersection):
1.2 miles north on N.C. Highway 22 from the inter s.e_c_tia of N-C..
Highway 22 5 SR 1843 (Airport Road)
7. Latitude: 35_ degrees-._X_4' 40" Long itude:--Ts_degr-ees-24-30" of project
8. Contact person who can answer questions about the project:
Name: Pat S. Willett
it, PERMIT INFORMATION:
1. Specify whether project is (check one)
Telephone Number:
X New
Renewal
910 1 692-5616
Modification
Form SWU-101 Version 399 Pave I of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
�CAMA Major X Sedimentation/Erosion. Control 404/401 Permit X NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Storm water will be collected with a series of area drains and piped to wet detention
pond with a fore bay. Two (2) bioretention areas _will _beuutilized also.
2. Stormwater runoff from this project drains to the _____Cape_ Fear _________ River basin.
3. Total Project Area: 11.38 acres 4. Project Built Upon Area: 29.88 %
5. How many drainage areas does the project have? .4
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Wet Pond Bio-2
Basin Inforrrm'ation
f. Drainage Area l'
Drainage,Areaf2. "
Receiving Stream NameLittle
RLyer
Little River
Receiving Stream Class
WS-111 H W
WS—ITT HQW
Drainage Area
3.85
1.20
Existing Impervious* Area
Proposed Impervious*Area
2.08
0.86
% Impervious* Area (total)
54X
72%
Impervious` Surface Area .
^ Drainage Area 1
Drainage;A'rea 2�',.
On -site Buildings
0.85
On -site Streets
0.74
0.66
On -site Parking
0.42
0.18
On -site Sidewalks
0.07
0.045
Other on -site
0
Off -site
0
0
Total: 2.08
Total: 0.86
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Forrn SWU-101 Version 3.99 Pace 2 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit., list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major _Sedimentation/Erosion Control 404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748,
>006 Di Iv 00Y I >} 0& i a 111 >� O
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 .
2. Stormwater runoff from this project drains to the
3. Total Project Area: acres
5. i-low many drainage areas does the project have?
4. Project Built Upon Area:
}liver basin.
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.
Rin-1 Area 04
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Little River
Little River
Receiving Stream Class
WS—III — H. .W.
WS—III — H.Q.W.
Drainage Area
0.67
0.27
Existing Impervious* Area
0
0
Proposed Impervious*Area
% Impervious* Area (total)
69Z
741
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
0.11
0.18
On -site Streets
0.25,
0.021
On -site Parking
0.10
0
On -site Sidewalks
0
00
Other on -site
0
0
Off -site;
0
0
Total: 0.46
Total: 0.20
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Fonn SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state storrnwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
Z. No more than 160, 000 square feet of any lot shall be covered by 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 ofswitnining pools.
3. Swales shall riot 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 storrnwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stortnivater control
systern. These connections to the storrnwater control system shall be performed in a manner that maintains (lie integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FOIZMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Paee 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.
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 ?2&1
• One copy of the applicable Supplement Form(s) for each BMP V5u1
• Permit application processing fee of $420 (payable to NCDENR) Ld
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including: 5
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 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)
VI1. 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) Hobbs, Upchurch & Associates, P.A.
Mailing Address: Post Office Box 1737
City: Southern Panes State: NC Zip: 28388
Phone:{ 910 } 692-5616 Fax:{ 910 ) 692-7342
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of Iverson listed in Genera! Information, item 2) Mike Gatti
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 21-1 .1000.
Signature:
Date: i0-3f 'OI
Form SWU-It}l Version 3.99 Pm,c 4 of 4

Permit No.
(to be provided by 1)WQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes 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 INFORMATION
Project Name: Carolina Court
Contact Person: Mike Gatti Phone Number: (_ 91O) 947-3144
For projects with multiple basins, specify which basin this worksheet applies to: Pond #1
elevations
Basin Bottom Elevation 390-00 ft. (floor of'the basin)
Permanent Pool Elevation 393.50 ft. (elevation of the orifice)
Temporary Pool Elevation 396.00 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 9372 sq. ft. (water surface area at the orifice elevation)
Drainage Area . _3.85 ac. (on -site and off -site drainage to the basin)
Impervious Area 2.08 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 20,271 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 66,.6 4._ cu. ft. (volume detained above the permanent pool)
Forebay Volume 18,295 cu, ft. (approximately 20% of total volume)
Other parameters ; foC ✓ fl`d"f`3� �,,.... �,.
a l0'
SAIDA 5.44 ¢r+ (sauface area to drainage area ratiofrom DWQ table)
Diameter of Orifice in. (2 to 5 day temporary pool draw -clown required) S" = d`7
Design Rainfall 1 in.
Design TSS Removal 2 90 % (mininnun 85% required) (Coastal Soils)
Form SWU-l02 Rev 3 99 Page l of 4

Footnotes:
When using the Division SA/DA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and pennanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries,
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to pr ovide
90%TSS removal. The NCD1 NR BMP manual provides design tables for both 85%TSS removal and 90%TSS removal.
1I. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design stone event.
rcJ 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) _,A/ I t c— 5� 5 ' Z 7-5 5
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).
c , i. Vegetative cover above the permanent pool elevation is specified.
5 �) 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 acc f ss to nearest right-
of-way.
iP-;I. 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.
5 m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoffproducing rainfall event and at least monthly:
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 occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (Le.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 1.50 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 0.38 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks
Permanent Pool Elevation 396.00
Sediment Re val El. �75D
Lon
g4�88Sediment Removal Elevation 391.50 -------------------------------------------J25%
ottom a 390.00
Bottom Elevation
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the rushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 ol'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. 1 agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: V. Mike Gatti
Title: Owner
Address: Post Office _Boa 602. Carthage-, NC 2R377
Phone:
Signature: *7
Date: 10-25-01
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
1, Pat S _ Willett , a Notary Public for the State of forth Carolina
County of Chatham , do hereby certify that Mike F. Gatti
personally appeared before me this 25 day of October , 2001 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expi
Form SWU-102 Rev 3.99 Page of

. � �,,OFFICE^l]SE ONL Y
Date Received Fee Paid Permit Number
[' 3 P. Pt , . .
State of North Carolina n
Department of Environment and Natural Resources'
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION
This form may 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):
Hike Gatti
Nov _ 5 200
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
M41ro ems**; _ rk,.,__
3. Mailing Address for person listed in item 2 above
0
L'`Vr
Post Office Box 602
City: Carthage - State: NC Zip: 78327
Telephone Number: 910 947-3144
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Carolina Court
5. Location of Project (street address):
7454 N.C. Highway 22
City: Carthage County: Mnnrn
6. Directions to project (from nearest major intersection):
1.2 miles north on N.C. Highway 22 from the intersection of N_c-
Highway 22 & SR 1843 (Airport Road)
7. Latitude: 35 degrees_ 14' 40" , _ Longitude:_79 Aegree . 1+ of project
8. Contact person who can answer questions about the project:
Name: Pat S. Willett Telephone Number: ( 910 j 692--5616
11. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Forrn SWU-101 Version 3,99 Page i of

Z. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X Sedimentation/Erosion Control 404/401 Permit X NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Storm water will be collected with a series of area drains and piped to wet detention
pond with afore bay. Two (2) bioretention areas will beuutilized also.
2. Stormwater runoff from this project drains to the _____Cape_Fear W________________ River basin.
3. Total Project Area: 11.38 acres 4. Project Built Upon Area: 29.88 %
5. How many drainage areas does the project have? -4
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Wet Pond Bio-2
B'a'srn Irifo`rmation' r` ;'$
t ?�DiaEnagqe Area 1 s ,�
s, 9, �!:'rr .. D.r y .L • s+.;
�;, ,._rainagWf rea 25`sk,��r�'#t =
t+LrNr .q".e ��..
Receiving Stream Name
Little River
Little River
Receiving Stream Class
WS_III H W
WS—III HQW
Drainage Area
3.85
1.20
Existing Impervious' Area
Proposed Impervious`Area
2.08
0.86
% Impervious` Area (total)
54Z
72%
Im`perviou`sSurface Area, '_}``r
Drainage Area 1
Drairiage'sA"ieaa2?�",t� w°
On -site Buildings
0.85
0.30
On -site Streets
0.74
0.66
On -site Parking
0.42
0.18
On -site Sidewalks
0.07
0.045
Other on -site
0
Off -site
0
0
Total: 2.08
i Total: 0.86
` Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sideivalks, gravel areas, etc.
Form SWU-101 Version 3.99 Pate 2 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major —Sedimentation/Erosion Control 404/401 Permit YNPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
>006 II R 6h(i )61)< i b B 1 x1 b
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 .
2. Stormwater runoff from this project drains to the
3. Total Project Area:
res 4. Project Built Upon Area:
River basin.
5. How many drainage areas does the project have?
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.
Bio-1
Area #4
,Basih Information g€, ;
P. F�
% ' Dramage:Area 1'"
.$.....x �.4 :.-.f.' ,:C tf N{5. �. '_... '�P'' ,- �e-. ,...a-. ... -. 2.
1 "� ,Drainage Areal f
.r::.,s, m. �-.[P Yfi M"F' "i.... � X.'1P%i�nS . .. _. ...�
Receiving Stream Name
Little River
Little River
Receiving Stream Class
WS—III — H.Q.W.
WS—III — H. .W.
Drainage Area
0.67
0.27
Existing Impervious" Area
0
0
Proposed lmpervious`Area
% Impervious" Area (total)
692
741
.-'P _ , .�
Impervious Surface Area . g .
:� r 4
,a�n. :� . DraTn ge,�Areal€hE.ra
�r "Dratna e'Area 2 e
On -site Buildings
0.11
0.18
On -site Streets
0.25
0.021
On -site Parking
0.10
0
On -site Sidewalks
0
f o
Other on -site
0
0
Off -site
0
0
Total: 0.46
Total 0.20
w Impervious area is defined as the built upon area including, but not lirnited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

1-1 ow was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may riot be
changed or deleted without the consent of the State.
2. No more than 160.000 square feet of any lot shall be covered by 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. 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.
S. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Pane 3 of 4

V1. SUBMITTAL REQUIRE31NlENTS
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.
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 ��rJ
• 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 floor elevations
Details of roads, drainage features, collection systems, and storm water 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): Hobbs, Upchurch 6 Associates, P.A.
Mailing Address: Post Office Box 1737
City: Southegn Pines State: NC Zip: 28388
Phone:( 910 } 692-5616 Fax:{ 910 } 692-73 2
VIII. APPLICANT'S CERTIFICATION
I. (print or type name of person listed in General Information, item 2) Mike Gatti
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
N C A C 21-1 .1000.
Signature: _M;9_ r+
Date: Io .?l `O (
Dorm SWU-101 Version 3,99 Pa,_,c 4 ofrt

Permit No.
(to be provided by DiVQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ 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 INFORMATION
Project Name: Carolina Court
Contact Person: Mike Gatti Phone Number: ( 910) 947-3144�
For projects with multiple basins, specify which basin this worksheet applies to: Pond 01
elevations
Basin Bottom Elevation
190-0o ft
Permanent Pool Elevation
393.50 ft
Temporary Pool Elevation
396.00 ft
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 9322 sq. ft. (water surface area at the orifice elevation)
Drainage Area
3.85
ac.
(on -site and off -site drainage to the basin)
Impervious Area
2.08
ac.
(on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
20,271
cu. ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
66.614
cu. ft.
(volume detained above the permanent pool)
Forebay Volume
18,295
cu. ft.
(approximately 20% of total volume)
Other parameters
SA/DA I
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
5.44
8 in.
1 in.
90 °/o
(surface area to drainage area ratio from DWQ table)
(2 to 5 day temporary pool draw -down required
(minimum 85% required) (Coastal Soils)
Form SWU-102 Rev 3.99 Page i of 4

Footnotes:
When using the Division SAIDA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to pr ovide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
I1. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
r� 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) /Jr ,�c� ccl-u4( d��-"- 7' 5
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.
A trash rack or similar device is provided for both the overflow and orifice.
k.
P54-J, 1
A recorded drainage easement is provided for each basin including ace ss to nearest right-
of-way.
-f Y_
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.
25 m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 0 does not incorporate pretreatment other than a forebay.
Fonn SWU-102 Rev 3.99 Page 2 or4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
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 occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 1.50 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 0.38 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
Oil in the blanks)
Permanent Pool Elevation 396.00
Sediment Re val El. 3g4.88 75°
__ Sediment Removal Elevation 391.50 75%
Bottom Ele anon 50 2
---------------------------------------------J25/.
Bottom Elevation 390.00
FOREBAY
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent 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. 1 agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: " Mike Gatti
Title: Owner ___
Address: Post Office Box 602.
Phone: �,,
Signature: ^TlL 41 4. U.--Q,E
Date: 10-25-01
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I,Pat S. Willett , a Notary Public for the State of _North Carolina ,
County of Chatham , do hereby certify that Mike F. Gatti
personally appeared before me this 25 day of October , 2001 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expire
Form S W U-102 Rev 3.99 Page 4 of 4

NC®ENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor William G. Ross Jr., Secretary
October l 1.2001 Gregory J. Thorpe, Ph.D.
Acting Director
Mr. Mike Gatti, Owner Division of Water Quality
Carolina Court
PO Box 602
Carthage. NC 28327
SUBJECT: APPLICATION No. SW6001101
Additional Information Request
Carolina Court
High Density (11QW) 5tormwater Project
Moore County, NC
Dear Mr. Gatti:
This otTicc has completed a preliminary engineering review ofthe subject application. The (bllowing
items must be addressed before vve can complete our rovicvv:
V�
Please provide docunientation that the Village oi' W hispering Pines has approved DVS - I Il
High Density. that exceeds 50% impervious area. 1 SA NCAC 02B .0215 (3)(b)(B) which
states "High Density Option: If new development density exceeds the love density option
requirement specified in Sub -Item (3)(b)(1)(A) or this Rule then development must control
runoff from the (first inch of rainfall; new residential and non-residential development shall
not exceed 50 percent built -upon area;" I5 NCAC 02B .0215 (3)(b)(G) requires a minimum
100 foot vegetative buflcr is required for all new devclopinetit activity that e:~ceed the low
density requirement as specified in Sub -Item (3)(b)(1)(A) and Sub -Item (3)(b)(n)(A) or this
Mule, other,vise a niiniinurn 30 foot vegetative buffer development is required along all
perennial waters.
2. Please make all necessary rev,.sions ;find sub -nit an applicntion that includes: origirnl /
signatures and initials.--
3. Page 2 of 4 111 No. 5 of application indicates (1) drainage area but project has (3) drainage
area's that must be broken down and shown under No. 6 of page 2 of 4. Please slow
drainage areas in acres or square feet. - r
4. l•orebay volume of wet detention basin supplement should be no more than 20'%) of the total
volume. r
5. Please vcrif-v SA/DA ratio numbers as provided. The SA/Da table 1, l as referenced in your f
application is based upon 85%TSS removal in the piedmont. A vegetative filter is required
for 85 '0 removal in coastal and piedmont counties. A vegetative filter is not required for
90% removal. Note 90%, removal tables exist only for coastal plains soil [-,-PCs.
Fayetteville Regional Office
225 Green Street - Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone] FAX: [phone] Internet: NR
An Equal Opportunity l Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

Mr. Gatti
Page - 2
October 11. 2001
6. Show, calculations or method for the detention basin's regikired, provided, and
temporary volumes. -
7. Chcck Page - I of supplement that indicates Orifice diameter to be 12 inches.
8. Maintenance agreement needed for Bioretention systems.
Q. All buildings must be included in appropriate drainage area. Note - All roof drains mast be
noted on plans as draining to the appropriate system.
10. Delineate the Wetlands (provide a symbol in the legend) or note on the plans that there are f {
no wetlands on site. ,. .r• :
11. Aquatic vegetation must be included for a wetland type detention basin. A minimum ten
foot wide shallow sloped shelf is needed at the edge of the basin for safety and to provide
appropriate conditions for aquatic vegetation. This shelf should be sloped 6):1 or flatter and
extend to a depth of 2 feet below the surface of the permanent pool. A list of suitable
wetland species and propagation techniques are provided in Schucler (1987) and Maryland
DNR (1997).
12. Provide permanent pool dimensions.
13. Include a detailed outlet structure with trash rack = <4" and screen of orifice in plans/spec.
14. Specil'y vegetation (grass) on 3:1 slopes (seed schedule) (SEQ
If a [nodil-ication, have you considered the ramifications of the changes" For example, char -ing a
drainage area means revising the calculations, supplement form and application, Adding built -upon area
n quires the same revisions. Ma1:c sure all the documentation matches up with the new information.
Please reference the project number above on all correspondences. If you have any questions,
please call me at [phone].
Sincerely,
Ricky Revels
Environmental Technician
cc: Pat S. Willett, Hobbs, Upchurch & Assoc.
Chris Parillo, Planning & Zoning Administrator - Whispering Pines; NC
F't[!s[sRs�NiEW3401�\[(x)REkl wW,Qnl [atAUKV,'oN VTI

CAROLINA COURT
Bio Retention Maintenance Guidelines and Maintenance Agreement
A schedule of recommended maintenance for bioretention areas is given in the attached
table. The table gives general guidance regarding methods, frequency, and time of year
for bioretention area maintenance.
Planting Soil
Urban plant communities tend to become very acidic due to precipitation as well as the
influences of stormwater runoff. For this reason, it is recommended that the application
of an alkaline substance, such as limestone, be performed once a year. Testing of the pl-I
of the organic layer and soil should precede the limestone application to determine the
amount of limestone required.
Sol] testing should be conducted annually so that the accumulation of toxins and heavy
metals can be detected and/or prevented. Data suggest accumulation of toxins and heavy
metal can be expected within 5 years of installation.
As the toxic substances accumulate, the plant biological functions may become impaired,
and the plant may experience dwarfed growth followed by morality. The biota within the
soil can also perish and the natural soil chemistry may be altered. The preventative
measures would include the removal of the contaminated soil. In some cases, removal
and disposal of the entire soil base, as well as the plant material, may be required. This
will be based on annual soil testing results and visual inspection of plantings.
2. Mulch
1ioretention areas should be mulched once the planting of trees and shrubs has occurred.
Any ground cover specified as plugs may be installed once the area has been mulched.
Ground cover established by seeding and/or consisting of grass should not be covered
with mulch.
Plant Materials
An important aspect of landscape architecture is to design areas that require little
maintenance. Certain plant species involve maintenance problems due to dropping of
fruit or other portions of the plant. Another problem includes plants, primarily trees, that
are susceptible to windthrow, which creates a potential hazard to people and property
(parked cars). As a result, some plant species will be limited to use in low traffic areas.
Ongoing monitoring and maintenance is vital to the overall success of bioretention areas.
Annual maintenance will be required for plant material, mulch layer, and soil layer. The
maintenance schedule will be followed to maintain the bioretention areas.

Carolina Court
Maintenance Schedule for Bioretention Areas
Description Method Frequency Time of Year
Soil
Inspect and Repair
Visual
Monthly
Monthly
Erosion
Organic Layer
ReInUIC11 any void area
By hand
Whenever needed
Whenever needed
Remove previous mulch
By hand
Once every two or three
Spring
layer before applying
years
new layer (optional)
Any additional mulch
By hand
Once a year
Spring
added
Plants
Remove and
See planting
Twice a year
3/15 to 4/30 and 10/1 to
replacement of all dead
specifications
11/30
and diseased vegetation
considered beyond
treatment
Treat all diseased trees
Mechanical or by hand
NIA
Varies, but will depend
and shrubs
on insect or disease
infestation
Watering plant material
By hand
Immediately after
NIA
shall take place at the
completion of project
end of each day for
fourteen consecutive
days and after planting
has been completed
Replacement of support
By hand
Once a year
Only remove stakes in
stakes
the spring
Replace any deficient
By hand
Whenever needed
Whenever needed
stakes or wires

I acknowledge and agree by my signature below that I am responsible for the
performance of the bioretention maintenance procedures for Carolina Court listed above.
I agree to notify DWQ of any problems with the system or prior to any changes to the
system or responsible party.
Print Name: ��4E� �. t�A—J
Title:��
Address: � Q.�
... n��(� n �D
4 ]zTNF�
Phone:() — F/ l =3/¢0
Signature: AA"—.
Date. I , — 3 i - c)
Note: The legally responsible party should not be a homeowners association unless
more than 50% of the lots have been sold and a resident of the subdivision has
been named the president.
I,,� . (�%; a Notary Public for the State of
County oflf�r�yy► _, do hereby certify that
Personally appeared before me thi � day of
and acknowledge the due execution of the foregoing wet detention basin maintenance
requirements. Witness my hand and official seal,
EAL
My commission expires

e
=I
Pond #1
Detention Basin Design
Determine Surface area and volume required
Drainage Area = 3.85 Acres
Impervious area = 2.08 Acres
% Impervious
From Table I.1 of NCDENR Stormwater Best Management Practices SA/DA =
Depth = 3.5 ft
BASIN DIMENSIONS
Len h Width L/W Ratio
94 25 3.76 :1
Sideslopes 6 :1
DETERMINE STAGE -STORAGE FUNCTION
S Z
CONTOUR INCR ACCUM
CONTOUR AREA VOLUME VOLUME STAGE
Required
Surface Area
Basin
Surface Area
54.00 %
5.40
9056 SF
9112 SF
y X
In S In Z Z est
FT
S . FT
CU. FT
CU. FT
FT
FT
0
0
0
1
4401
2201
2201
1
7.696439886
0
1.00
2
6172
5287
7487
2
9.920923462
0,6931472
2.02
3
8168
7170
14657
3
9.592673316
1,0986123
2.99
4
10392
9280
23937
4
10,08318066
1,3862944
3.97
5
12841
11617
35554
5
10A7879388
1.6094379
4.99
5.5
15517
7089
42643
5.5
10.66061613
1.7047481
5.54
From Linear Regression Ks = 2215
b = 1.73
corr. = 0.9999

Pond #1
DETERMINE VOLUME TO BE CONTROLLED BY 1-INCH STORM
Calculate Rv
Rv = 0.05 + 0.009 * I
VOLUME TO BE TREATED
Volume = Rainfall * Rv * Drainage Area
Rainfall= 1 in
STAGE -STORAGE function
KS = 2215
b = 1.73
ORIFICE REQUIRED
Drawdown time
Say
Qo
Set riser Z
Volume to drain
Rv =
V=
Say
V =
2-5 Days
Qreq.
3.5 Days
Cd =
Cd * (pi*DA2/4) * (2g * ((Z-0)/2))^(1/2)
D (in)
D (ft)
Qo(cfs)
Drawdown (days)
Remark
1.25
0.10
0.0687
1.34
Too Fast
1
0,08
0.0439
2.10
Too Fast
0.75
O.t)6
0.0247
3.74
OK
0.54 in/in
0.1720 acre-ft
7491 of
Z=
Z=
El (riser) _
7979 of
0.0264 cfs
0.6
2.0246
2.1
5.6

Pond #1
PIPE TO DRAIN POND
Qo = Cd * (pi*D^214) * (2g * ((Z-0)/2))^(1/2)
Riser Depth = 5.6 ft
Riser Depth Volume = 43433 cf
D (in)
D (ft)
Qo(cfs)
Drawdo►vn (hrs)
Remark
4
0.33
0.7031
17.16
OK
DETERMINE PRE DEVELOPMENT AND POST DEVELOPMENT RUNOFF COEFFICIENTS
Pre Development
Use
C
Area ac
% Area
'% * C
Pavenit/13idg
0.90
0
0.00%
0.00%
Pinewoods
0.30
3.9
100.00%
30.00%
Total:
3.9
Use C=
30%
Post Development
Use
C
Area (ac)
'% Area
% * C
P,tvemtfBldg
0.90
2.08
54.03%
48.62%
Turf
0.30
1.77
45.97%
13.79%
Total:
3.85
Use C =
G2

Pond #1
DETERMINE PRE DEVELOPMENT AND POST DEVELOPMENT CURVE NUMBER
Pre Develown nt
Land Use
HSG
CN
Catchment No, 1
Area
Wt. CN
(A CRES)
Open Space
B
61
3.85
61.00
C
74
0.00
D
80
0.00
Streets & Roads
(Pavement & Buildings)
B
98
0.00
C
98
0.00
D
98
0.00
B
C
D
98
98
98
0.00
Totals:
3.85
61.00
Use CN:
61
Post Development
Land Use
HSG
CN
Catchment No. 1
Area
Wt. CN
(ACRES)
Turf
B
61
1.77
28.04
C
74
0.00
D
80
0.00
Streets & Roads
B
98
2.08
52.95
C
98
0.00
D
98
0.00
0.00
Totals:
3.85
80.99
Use CN:
69

Pond #1
SET CREST OF RISER AT WATER QUALITY STAGE
Set riscr at water quality stage + Permanent Pool
Stagc(WQ): 2,02 ft
Say 2.1 Riser Elevation:
COMPUTE ALLOWABLE OUTFLOW
Qpre= 7.1 cfs See "Peak Inflow" sheet
Qpost = 14.6 cfs 10 yr flood
ESTIMATE STORMWATER STORAGE NEEDED
S = (Qpost - Qpre) * Tp *60 seclmin
S=
If S is neg. (Qpre > Qpost)
S = 1.39 * Qpost * Tp
DETERMINE TOTAL STORAGE
Total Storage = Flood Storage + Water Quality
Total Storage =
Total Stage =
CONFIGURE OUTLET
Select Riser by Orifice Equation
Cd =
h = ((0.159 * Q)/(Cd * DA2))^2
h is to Centerline of barrel
Set uD Trial and Error table
S=
S needed =
Qp =
Tp =
Tp =
18068 cf
3.37 ft
Z
D (inch)
D (ft)
h (ft)
h + D12 (ft)
0.75
0.06
232000.21
232000,24
1
0,08
73406.32
73406.36
1.25
10.1041667
1 30067.23
1
30067.28
5.66 ft
10089 cf
455 cf
10089 cf
7.1 cfs
32.40 min.
22.42 min.
Try barrel = 6
Route to confirm Riser = 9

Pond #1
FOREBAY VOLUME REQUIRED—,
i
Total Storage = 18068 cf ( Total Storage)
Fore Say Volume = 20% Total Volume
Fore Bay Volume = 3614 cf
Forebay Dimension
Try Length Width
20 12
Area = (Length + (2*Depth*Sideslope))*(Width + (2 *Depth* Sideslopes)
Depth 4 ft
Area = 1584 sf
Sideslopcs 3 :1
Volume = (Average Area*Depth)
Volume = 3648 CF
SEDIMENT STORAGE
From "Sediment predictions in Eastern United States"
Malcom, H.R. and Smallwood, C., (1977)
Where..
(for Urbanized) V = 2.96 * A^0.67 V = Sed. Volume (acre-ft/year
A = Area (sq. miles)
V = 0.096252 acre-ftlyear
4193 cf/year
Cleanout interval 2 Years
Volume= 8385 of
Total Volume Needed for Pond = (ceanout volume - (0.25 * Forebay volume)) = 7473 cf

Pond tl 1
Peak Inflow
HUA No. WP9906 Gatti Tract
Whispering Pines, NC
DESIGN STORM: 25-Year, 24-Hour Depth; 25-Year Intensity
BACKGROUND: Use the Rational Method
REFERENCES: (Malcom, 1991; Wanrelista, 1990)
SOLUTION - Qp: Use the Kirpich Equation & the Rational Method
INPUT OUTPUT
Pre Development
SOLUTION - Tp:
TERMINOLOGY:
L = 500 ft
H = 10 ft
A = 3.85 acres
C = 0.30
INPUT
P = 6.44 in
CN = 87
A = Watershed Area, (acres)
a = Statistical Variable
b = Statistical Variable
C = Runoff Coefficient
CN = Curve Number
H = Vertical Relief, (ft)
= Rainfall intensity, (in/hr)
FINAL RESULTS: Qp = 7 CFS
11 Tp = 116.90 MINUTES
Tc = 10.00 minutes
I = 6.13 in/hr
Qp = 7 efs
OUTPUT
S = 1.49 in
Q* = 4.94 in
Tp = 116.90 minutes
L = Hydraulic Lenth, (ft)
P = Precipitation Depth, (in)
Q* = Runoff Depth, (in)
Qp = Peak Discharge, (cfs)
S = Ultimate Soii Storage, (in)
Tc = Time of Concentration, (minutes)
Tp = Time to Peak, (minutes)

Pond # 1
Peak Inflow
HUA No. WP9906 Gatti Tract
Whispering Pines, NC
DESIGN STORM: 25-Year, 24-Hour Depth; 25-Year Intensity
BACKGROUND: Use the Rational Method
REFERENCES: (Malcom, 1991; Wanielista, 1990)
SOLUTION - Qp: Use the Kirpich Equation & the Rational Method
INPUT OUTPUT
Post Development
SOLUTION - Tp:
TERMINOLOGY:
L = 500 ft
H = 10 ft
A = 3.85 acres
C = 0.62
INPUT
P = 6.44 in
CN = 87
A = Watershed Area, (acres)
a = Statistical Variable
b = Statistical Variable
C = Runoff Coefficient
CN = Curve Number
H = Vertical Relief, (ft)
1= Rainfall Intensity, (in/hr)
FINAL RESULTS: Qp = 15 CFS
Tp = 56.57 MINUTES
Te = 10.00 minutes
I = 6.13 in/hr
Qp = 15 cfs
OUTPUT
S = 1.49 in
Q* = 4.94 in
Tp = 56.57 minutes
L = Hydraulic Lenth, (ft)
P = Precipitation Depth, (in)
Q* = Runoff Depth, (in)
Qp = Peak Discharge, (cfs)
S = Ultimate Soil Storage, (in)
Tc = Time of Concentration, (minutes)
Tp = Time to Peak, (minutes)

Pond # 1
Chainsaw Routing
(REF. Malcom, 1991)
IIUA No. WP9906 Gatti Tract
Whispering Pines, NC
Design Storm: 25-year
Pond must detain inch of rainfall runoff fro all pervious surfaces
RESULTS
Q.T = 2 CFS Z.rsvr = 7.01 FT
'F-S.nrm = 53,975 CU-FT
Q.pr =
0
CFS
Z.s =
0.00
FT
W SA.max =
15,877
SQ-FT
FRBD.min =
1.49
F'r
V.s =
0.0
FPS
T-S.max =
64,329
CU-FT
WSEL.nrm =
3.00
FT
Q.s =
0
CFS
WSA.nrm =
8,545
SQ-FT
SEL.max =
7.01
FT
T-S.det =
42,810
CU-FT
INPUT
Qp =
15
CFS
N.r =
I
Cws =
3.00
Tp =
56.57
MIN
Cwx =
3.30
Ct.s =
2.45
dT =
4
MIN
Cd.r =
0.60
B.s =
2.00
FT
M=
6
:1
Ks =
2215
b =
1.73
D.r =
0.75
FT
ELs =
7.50
FT
N.b =
l
EL.dam =
8.50
FT
Cd.b =
0.60
EL.r =
5.50
FT
EL.i =
0.00
FT
D.b =
6
INCH
EL.r =
5.50
FT
OUTPUT
A
B
C
D
B
F
G
H
I
Time
T
Inflow
I
Storage
S
Elevation
WSEL
Outflow
0
Riser
O.r-w
Riser
O.r-o
Barrel
O.b
Spillway
O.s
MIN
CFS
CU-FT
FT
CFS
CFS
CFS
CFS
CFS
0
0
11165
3.00
0
NA
NA
NA
0.0
4
0
11165
2.55
0.00
0.0
0.0
1.4
0.0
8
1
11209
2.55
0
0.0
0.0
1.4
0.0
12
2
11379
2.58
0
0.0
0.0
1.4
0.0
16
3
11753
2.62
0
0.0
0.0
1.5
0.0
20
4
12401
2.71
0
0.0
0.0
L5
0.0
24
6
13375
2.83
0
0.0
0.0
1.5
0.0
28
7
14714
2.99
0
0.0
0.0
1.6
0.0
32
9
16438
3.19
0
0.0
0.0
1.6
0.0
36
10
18549
3.42
0
0.0
0.0
1.7
0.0
40
12
21029
3.67
0
0.0
0.0
1.7
0.0
44
13
23842
3.95
0
0.0
0.0
1.8
0.0
48
14
26936
4.24
0
0.0
0.0
1.9
0.0
52
14
30245
4.53
0
0.0
0.0
2.0
0.0
56
15
33693
4.82
0
0.0
0.0
2.0
0.0

Pond 41
60
14
37196
5.11
0
0.0
0.0
2.1
0.0
64
14
40669
5.38
0
0.0
0.0
2.1
0.0
68
13
44026
5.63
0
0.4
0.8
2.2
0.0
72
12
47101
5.85
1
1.6
1.3
2.2
0.0
76
11
49705
6.04
2
3.1
1.6
2.3
0.0
80
10
51982
6.20
2
4.5
1.8
2.3
0.0
84
9
53975
6.33
2
5.9
1.9
2.3
0.0
88
8
55716
6.45
2
7.2
2.1
2.4
0.0
92
8
57231
6.55
2
8.4
2.2
2.4
O.0
96
7
58544
6.64
2
9.4
2.3
2.4
0.0
100
6
59675
6.71
2
10.4
2.3
2.4
0.0
104
6
60641
6.77
2
11.2
2.4
2.4
0.0
108
5
61458
6.83
2
11.9
2.4
2.4
0.0
112
5
62148
6.87
2
12.5
2.5
2.4
0.0
116
4
62725
6.91
2
13.0
2.5
2.4
0.0
120
4
63198
6.94
2
13.4
2.5
2.4
0.0
124
4
63577
6.96
2
13.7
2.6
2.4
0.0
128
3
63870
6.98
2
14.0
2.6
2.4
0.0
132
3
64085
6.99
2
14.2
2.6
2.5
0.0
136
3
64229
7.00
2
14.3
2.6
2.5
0.0
140
3
64308
7.01
2
14.4
2.6
2.5
0.0
144
2
64329
7.01
2
14.4
2.6
2.5
0.0
148
2
64293
7.01
2
14.4
2.6
2.5
0.0
152
2
64213
7.00
2
14.3
2.6
2.5
0.0
156
2
64087
6.99
2
14.2
2.6
2.5
0.0
160
2
63921
6.98
2
14.0
2.6
2.4
0.0
164
1
63718
6.97
2
139
2.6
2.4
0.0
168
1
63481
6.96
2
13.7
2.6
2.4
0.0
172
1
63215
6.94
2
13.4
2.6
2.4
0.0
176
1
62921
6.92
2
13.2
2.5
2.4
0.0
180
1
62602
6.90
2
12.9
2.5
2.4
0.0
184
1
62261
6.88
2
12.6
2.5
2.4
0.0
188
1
61900
6.86
2
12.3
2.5
2.4
0.0
192
1
61519
6.83
2
11.9
2.5
2.4
0.0
196
1
61123
6.81
2
11.6
2.4
2.4
0.0
200
1
60711
6.78
2
11.2
2.4
2.4
0.0
204
1
60287
6.75
2
10.9
2.4
2.4
0.0
208
1
59857
6.72
2
10.5
2.4
2.4
0.0
212
0
59420
6.70
2
10.2
2.3
2.4
0.0
216
0
58979
6.67
2
9.8
2.3
2.4
0.0
220
0
58534
6.64
2
9.4
2.3
2.4
0.0
224
0
58086
6.61
2
9.1
2.2
2.4
0.0
228
0
57638
6.58
2
8.7
2.2
2.4
0.0
232
0
57189
6.55
2
8.3
2.2
2.4
0.0
236
0
56740
6.52
2
8.0
2.1
2.4
0.0
240
0
56292
6.49
2
7.6
2.1
2.4
0.0
244
0
55845
6.46
2
7.3
2.1
2.4
0.0
248
0
55402
6.43
2
7.0
2.0
2.3
0.0
252
0
54960
6.40
2
6.6
2.0
2.3
0.0

Anti -Flotation Calculations
Riser in Detention Pond
HUA No. WP9906 Gatti Tract
Whispering Pines, NC
Max. WSEL =
7.50
FT
Riser Invert =
0.00
Riser Diameter =
INCHES
Riser Volume =
2.6
CF
Riser Buoyancy =
163
LBS
Barrel Diameter =
6.0
INCHES
Barrel Length =
75.0
FT
Barrel Volume =
14.7
CF
Barrel Buoyancy =
919
LBS
Slab Length =
3.50
FT
Slab Width =
3.50
FT
Slab Thickness =
1.25
FT
Slab Buoyancy =
956
LBS
Slab Volume =
15.3
CF
Slab Weight =
2220
LBS
Unit Wt. of Water =
62.4
LBS/CF
it Wt. of Concrete =
145.0
LBS/CF
Total Buoyancy =
2038
LBS
Total Weight =
2220
LBS
Factor of Safety =
1.09
(OK)
NOTE: Factor of Safety must be at least 1.1

Storm Drainage Calculations
HUA No. WP9906 Gatti Tract
25 Year Storm
Whispering Pines, NC
Total
Inlet
Pipe
Segmt
Upper
Loiver
Pie
Area
Area
Turf
Pave
Time
Time
Tc
I
C AC Cc Q
Slope
n
D.theo
Size
Mull
L
Time
Invert
Invert
PiDe
from
to
Inlets
acres
acres
%
%
min
min
min
in/hr
cfs
ft/ft
in
in
fps.
ft
min
ft
ft
from
to
CBI
CB2
CBI
0.22
0.22
0.19
0.81
10.0
0.0
10.0
7.03
0.93 0.18 0.83 1.3
0.0343
0.012
6.3
15
10.6
166
0.3
410.20
404.50
C31
CB2
CB2
CB3
CB2
0.31
0.53
0.19
0.81
10.0
0.3
10.3
6.97
0.83 0.26 0.83 3.1
0.0284
0.012
9.0
15
9.6
198
0.3
404.50
398.87
CB2
CB -)A
CB5
CB6
C135
0.25
0,25
0.18
0.82
10.0
0.0
10.0
7.03
0.50 0.13 0.50 0.9
0.0050
0.012
7.8
15
4.0
56
0.2
401,50
401,22
CB5
CB,''
CB6
CB7
CB6
0.07
0.32
0.18
0.92
10.0
0.2
10.2
6.98
0.93 0.06 0.57 1.3
0.0117
0.012
7.7
I5
6.2
104
0.3
401.22
400.00
CB6
CB.1
CB7
4
CB7
0.25
0.57
0.10
0.90
10.0
0.5
10.5
6.92
0.89 0.22 0.71 2.8
0.0060
0,012
11.7
15
4.4
80
0.3
400,00
399.52
CB7
4
3
4
0.10
0.67
0.18
0.82
10.0
0.8
10.8
6.86
0.83 0.08 0.73 ' 3.3
0.0060
0.012
12.5
15
4.4
108
0.4
399.52
398.87
4
3
3
out
3
0.53
1.73
0.19
0.81
10.0
1.2
11.2
6.78
0.83 0.44 0.79 9.2
0.0075
0.012
17.6
I8
5.6
80
0.2
398.87
398.27
3
oLt

Detention Pond Planting
The 10' wide minimum vegetated shelf with a 6' to 1' slope located within the permanent
pool area shall be planted with the following:
1. Pond Weed "Scirpus Pungens" — Pond Weed accepts total inundation and
supports waterfowl. It will be planted from the bottom to the pool EL 390.00
to EL 392.50.
2. Smart Weed "Polygonnum Spp"— Smart Weed accepts inundation of 1-foot
and supports waterfowl and songbirds. It also tolerates fluctuating water
levels. It will be planted from EL 392.50 to 394.25.
3. Common Three -Square "Scirpus Pungens" — Common Three -Square accepts
up to 6" of inundation. It is a fast colonized, can tolerate periods of dryness
and full sun. It will be planted from EL 394 to EL 395.50.
4. Rice Cut Grass "Leersia Oryzoides" — Rice Cut Grass will tolerate inundation
up to 3", has a high value as food and cover for wildlife and shore line
stabilization. It will be planted from EL 395.50 to 396.00.
All plants shall be planted to provide a 90% cover rated within 180 days of completion of
pond. Plants not thriving at the end of this period shall be removed and replaced.

ANA
NC®ENR
C CT 15 20n,
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor William G. Ross Jr., Secretary
October 1 1.2001 Gregory J. Thorpe, Ph.D.
Acting Director
Mr. Mike Gatti, Owner Division of Water Quality
Carolina Court
PO Box 602
Carthage; NC 29327
SUBJECT: APPLICATION No. SW6001 I Of
Additional Information Request
Carolina Court
High Density (HQW) Stormwater Project
Moore Countv, NC
Dear Mr. Gatti:
This office has completed a preliminary engineering review of the subject application. The following
items must be addressed before we can complete our review:
Please provide documentation that the Village of W nispering Pines has approved WS - f 1]
High Densitythat cxcccds 50% imporvious area. 15A NCAC 0213.0215 (3)(b)(B) which
states -`High Density- Option: If new development density exceeds the low density option
requirement specified in Sub -Item (3)(b)(1)(A) of this Rule then development must control
runoff from the first inch of rainfall; new residential and non-residential development shall
not exceed 50 percent built -upon area," 15 NCAC 0213.0215 (3)(b)(G) requires a minitnum
100 foot vegetative buffer is required for all new development activity that exceed the low
density requirement as specified in Sub -Item (3)(b)(I•)(A) and Sub -Item (3)(b)(11)(A) of this
Rule, otherivise a miniaminn 30 foot vegetative buffer development is required along all
perennial waters.
2. Please make all necessary rcgsio:ns and s!Abm.it an application that includes, original �
signatures and initials. ��j,`.: `U" r ,'Ci ��-'•;i:1'' ��.
3. Page 2 of 4 III No. 5 of application indicates (1) drainage area but project has (3) drainage
area's that must be broken down and shown under No. 6 of page 2 of 4. Please show
drainage areas in acres or square Feet.
4. Forebay volume of wct detention basin supplement should be no more than 20% of the total -
volti ne. :._ !
5. Please verity SAIDA ratio numbers as provided. The SAIDa table 1. l as rercrenced in your
application is based upon 85%TSS removal in the piedmont. A vegetative filter is required
for 85% removal in coastal and piedmont counties. A vegetative filter is not required for
90% removal. Note 90% removal tables exist only for coastal plains soil types.
Fayetteville Regional Office
225 Green Street - Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone] FAX: [phone]Intemel: ,Yw•w.cnr.state.nc.tis't;IVR
An Equal Opportunity 1 Affirmafve Action Employer - 50% Recycled 110% Post Consumer Paper

e
Mr. Gatti
Page - 2
October 11, 2001
r
& Show calculations or method for the detention basins r_eg_rtire_ d, proyid_e_d, and
teDporary. volumes.
7_ Check Page - I of supplement that indicates Orifice diameter to be 12 inches.
8. Maintenance agreement needed for 13iorctention systems.
9. All buildings must be included in appropriate drainage area. Note - All roof drwins must be
noted on plans as draining to the appropriate system.
10. Delineate the Wetlands (provide a symbol in the legend) or note oil the plans that there are
no wetlands on site. r
11. Aquatic vegetation must be included for a wetland type detention basin. A minimum ten
foot wide shallow sloped shelf is needed at the edge of the basin for safety and to provide
appropriate conditions for aquatic vegetation, This shelf should be sloped 6:1 or flatter and
extend to a depth of 2 feet below the surface of the permanent pool. A list of suitable
wetland species and propagation techniques are provided in Schucler (1987) and Niaryiand
DNR (1987),
12. Provide per manent pool dimensions.
13. Include a detailed outlet structure with trash rack = <4" and screen of orifice in plans/spec
t4. Specify vegetation (grass) oil 3:1 slopes (seed schedule) (SEC).
If a modification, have you considered the ramifications of the changes? For examplc, changing a
drainage area means revising the calculations, supplement form and application. Adding built -upon area
rcquires the same rc..visions. Make sure all the documentation matches up with the new information.
Please reference the project number above on all correspondences. If you have any questions,
please tail me at [phone].
Sincerely,
ej
Ricky Revels
Environmental Technician
cc: Pat S. Willett, Hobbs. Upchurch & Assoc.
Chris Parillo, Planning S,- Zoning Administrator - Whispering Pines, NC
F'% ,isf:RS'u.3il-'W340', `%MRF%SWti001101 ALIKE (IM-11

CAROLINA COURT
Bio Retention Maintenance Guidelines and Maintenance Agreement
A schedule of recommended maintenance for bioretention areas is given in the attached
table. The table gives general guidance regarding methods, frequency, and time of year
for bioretention area maintenance.
Planting Soil
Urban plant communities tend to become very acidic due to precipitation as well as the
influences of stormwater runoff. For this reason, it is recommended that the application
of an alkaline substance, such as limestone, be performed once a year. Testing of the pH
of the organic layer and soil should precede the limestone application to determine the
amount of limestone required.
Soil testing should be conducted annually so that the accumulation of toxins and heavy
metals can be detected and/or prevented. Data suggest accumulation of toxins and heavy
metal can be expected within 5 years of installation.
As the toxic substances accumulate, the plant biological functions may become impaired,
and the plant may experience dwarfed growth followed by morality. The biota within the
soil can also perish and the natural soil chemistry may be altered. The preventative
measures would include the removal of the contaminated soil. In some cases, removal
and disposal of the entire soil base, as well as the plant material, may be required. This
will be based on annual soil testing results and visual inspection of plantings.
2. Mulch
Bioretention areas should be mulched once the planting of trees and shrubs has occurred.
Any ground cover specified as plugs may be installed once the area has been mulched.
Ground cover established by seeding and/or consisting of grass should not be covered
with mulch.
3. Plant Materials
An important aspect of landscape architecture is to design areas that require little
maintenance. Certain plant species involve maintenance problems due to dropping of
fruit or other portions of the plant. Another problem includes plants, primarily trees, that
are susceptible to windthrow, which creates a potential hazard to people and property
(parked cars). As a result, some plant species will be limited to use in low traffic areas.
Ongoing monitoring and maintenance is vital to the overall success of bioretention areas.
Annual maintenance will be required for plant material, mulch layer, and soil layer. The
maintenance schedule will be followed to maintain the bioretention areas.

Carolina Court
Maintenance Schedule for Bioretention Areas
Description Method Frequency Time of Year
Soil
Inspect and Repair
Visual
Monthly
Monthly
Erosion
Organic Layer
Remulch any void area
By hand
Whenever needed
Whenever needed
Remove previous mulch
By hand
Once every two or three
Spring
layer before applying
years
new layer (optional)
Any additional mulch
By hand
Once a year
Spring
added
Plants
Remove and
See planting
Twice a year
3/15 to 4/30 and 10/1 to
replacement of all dead
specifications
1 1/30
and diseased vegetation
considered beyond
treatment
Treat all diseased trees
Mechanical or by hand
NIA
Varies, but will depend
and shrubs
on insect or disease
infestation
Watering plant material
By hand
Immediately after
NIA
shall take place at the
completion of project
end of each day for
fourteen consecutive
days and after planting
has been completed
Replacement of support
By hand
Once a year
Only remove stakes in
stakes
the spring
Replace any deficient
By hand
Whenever needed
Whenever needed
stakes or wires

I acknowledge and agree by my signature below that I am responsible for the
performance of the bioretention maintenance procedures for Carolina Court listed above.
I agree to notify DWQ of any problems with the system or prior to any changes to the
system or responsible party.
Print Name: --Aira4C-L-
Title:-L�lslF1L -
Address: 1z n4 Z14T—T� a'q-4 a -
Phone: M - U77 Z�/-O _
Signature: IVG a_
Date: (C) - 3 1 c> I
Note: The legally responsible party should not be a homeowners association unless
more than 50% of the lots have been sold and a resident of the subdivision has
been named the president.
a Notary Public for the State of
County of , do hereby certify that
Personally appeared before me this day of�� f ,
and acknowledge the due execution of the foregoing wet detention basin maintenance
requirements. Witness my hand and official seal,
,'++���rrnrrrrr r
z NpTA F�1�
• ti
4.
�r"+r,C dU•
L
My commission expires aw a 7

L. f
SEED BED PREPARATION
l . Rip the entire area to 6" depth.
2. Remove all loose rock, roots and other obstructions leaving surface
reasonably smooth and uniform.
3. Apply agricultural lime, fertilizer, and superphosphate in accordance with
"Seeding Schedule" and mix with soil.
4. Continue tillage until a well -pulverized, firm, reasonably uniform seedbed is
prepared 4 to 6 inches deep.
5. Seed on a freshly prepared seedbed and cover seed lightly with seeding
equipment or cultipack after seeding. Seed according to "Seeding Schedule."
6. Mulch in accordance with "Seeding Schedule" immediately after seeding.
7. Inspect all seeding for compliance with the requirements of the "Seeding
Schedule". Make necessary repairs and reseed within the planting season, if
possible, or the damaged area shall be reestablished following the original
lime, fertilizer, and seeding requirements.
SEEDING SCHEDULE
Note
Temporary seed mix shall be used for all areas exposed greater than on week and subject
to further disturbance. Permanent seed mix shall be checked for adequacy on July 15.
An adequate cover shall have 50 springs of Bermuda, Sericea Lespedeza or Bahiagrass
per one square foot.
Permanent Spring Seed Mix
Mix 1
Dates
March 1 — July
Mix 2
Dates
March 1 —July 1
Permanent Fall Seed Mix
Mix 1
Dates
July 15 — March 31
Species Rate (Lb./Acre)
Pensacola Bahiagrass 60
Common Bermuda 25
German Millet 10
Species Rate Lb./Acre
Pensacola Bahiagrass 60
Common Bermuda 25
Species *
Common Bermuda
Winter Rye (Grain)
Kobe Lespedeza
Pensacola Bahiagrass
Rate Lb./Acre)
20
25
25
25

Mix 2
Dates Species * Rate (Lb./Acre)
April 1 — July 15 Common Bermuda 30 Hulled
Serica Lespedeza (Unscarified) 30
Kobe Lespedeza 25
German Millet 25
Pensacola Bahiagrass 50
* Within the drip line of all oak tress seed as follows:
- in addition to the schedule seeding, plant 1" St. Augustine Plugs Raleigh Variety, on
12" centers.
- In lieu of sodding, plant in accordance with the appropriate seeding schedule and
plant 1" St. Augustine Plugs, Raleigh Variety, on 12" centers.
Temporary Summer Seed Mix
Dates
March 1 — Sept. I
Temporary Winter Seed Mix
Dates
Sept. 1 —March 1
(To be followed by permanent fall seed mix)
S—pecies Rate (Lb./Acre)
German Millet 120
Species Rate (Lb./Acre)
Winter Rye (Grain) 200
Kobe Lespedeza 10
Soil Amendments
To be incorporated into the top 3 inches of soil in areas with slopes 2A or flatter
Apply fertilizer (10-10-10) at a rate of 1000 lb/acre
Apply lime (Ground Agricultural Limestone) at a rate of 4000 lb/acre**
Apply superphosphate (0-49-0) at a rate of 200 lblacre* *
* * Required for permanent seed mix only -
Mulch
Apply 4,000 lb/acre grain straw or equivalent cover.
Anchor mulch with roving, netting or by tacking with asphalt emulsion at a rate of 400
gal./acre.
Water
Minimum of 1" of rainfall a week (if not supplied naturally, constructor shall supply the
remaining amount until ground cover has been established).
Maintenance
Refertilize in the second year unless the growth is fully adequate.
Mow when the average plant height exceeds b inches.
Reseed, fertilize and mulch damaged areas immediately.

PROM :'Village of Whispering Pines PHONE NO. : 910 949 3907 Jul. 31 2001 09:54AM P2
VI11.[_111-,A )Ft', 01' �S1VHILS.PI RIPI \TG I N I E,'S)
10 PINE RIDGE DRIVE
WTTISNtERTNG PINES, NOR'T 14 CAROLINA 28327
TELEPFiONB: [phone]
t-AX: [phone]
July 31, 2001
Ms_ Pat Willett
Hobbs, Upchurch & Associates, P.,A,
P, Q. Box 1737
So, Pines, NC 28388
Re_ Carolina Court Development
Dear Pat,
This is to acknowledge that as part of the approval by the Village Council for the above
referenced development on NC Highway 22, it was understood that the percentage of impervious
surface planned for the project stood at 32%.
This was represented on the site plan submitted for final approval dated January 12, 2000. Final
approval was granted September 14, 2000 and later amended on November 17, 2000. Copies of
those approvals are attached for your information.
If you have any further questions, please contact me.
Sincerely,
'QL
Chris Parillo
Planning & Zoning Administrator
att.

FROM :'Village or LJhispering Pines PHONE NO. : 910 949 3907
Jul. 31 2001 09:55AM P3
Page 1 of 2
VILLAGE OF WHISPERING PINES
Conditional Use Permit Approval
On the date(s) listed below, the Couzzcil for the Village of Whispezing Pines met and held a public
hearing to consider a request for a modification to a conditional provision for a conditional use
permit approved by Council at its meeting on September 14, 2000. The provision in question is
"2f 'contained in the approval (No building shall be occupied until Hwy 22 is widened per the
ply")
Applicant: Michael Gatti
Property Location: NC Hwy 22, north of Sullivan Drive, south of Four Seasons Drive
Proposed Use of Property: Shopping Center (Zoned NS)
Meeting Date: November 9, 2000
Having heard all the evidence and argument presented at the hearing, the Council finds that the
applicant should be relieved of the above cited condition (21:) based upon the following evidence
submitted to Council at this public hearing:
a. Letter from Fidelity Bank dated September 26, 2000
b. Memo from Michael Gatti (undated, received 10//2100 requesting relief from
condition 2f.
e. Letter from Department of Transportation dated October 25, 2000 to Mr. Gatti
regarding driveway application_
As you testified, you now have full control of the responsibility for the widening of Hwy 22 and
given so, the following conditions are established in addition to those outlined in the earlier
approval with the exception of" 2f'_
a. 'Widening of Hwy 22 will be in accordance with the approval process by the DOT.
b. No permit shall be issued for or construction begin on Phase 2 of the shopping
center, as noted on the site plan, until the widening project is fully completed and
approved by the DOT per the terms of their 10/25/00 letter.
IN WITNESS WBEREOF, the Village has caused this permit to be modified as stipulated above

FROM :'Village of Whispering Pines
.i
r ,
PHONE NO. : 910 949 3907 Jul. 31 2001 09:55RM P4
Page 2 of 2, Gatti
and furthermore, the undersigned understands that all previous matters of record recorded on the
approval dated September 20, 2000 shall remain in force. As the property owner of the property
described, do hereby accept this Conditional Use Permit modification, together with all its
conditions, as binding on me and any successors in interest.
November 15, 20Q0'
-Attest:
eal)
Village Clerk
Village Council of Whispering Pines
ByI Ij
��
Witham ateman, Mayor -Tern
owner(s) of the above identified
property, do hereby acknowledge receipt of this modification to my Conditional, Use Permit.
The undersigned owner(s) do further acknowledge that no work may be done pursuant to this
permit except in accordance with all of its associated conditions and requirements and that this
restriction shall be binding on me and any successors in interest.
it -o +yv
Date _,

FROM :'Village of Whispering Pines PHONE NO. : 910 949 3907
Jul. 31 2001 09:56AM P5
Page 1 of 3
VILLAGE OF WHISPERING PINES
Conditional Use Permit Approval
On the date(s) listed below, the Council for the Village of Whispering pines met and held a public
hearing to consider the following application_
Applicant: Mchael Grath
Property Location: NC Hwy 22, north of Sullivan Drive, south of Four Seasons Drive
Proposed Use of Property: Shopping Center (Zoned NS)
Meeting Date: September 14, 2000
Having heard all the evidence and argument presented at the hearing, the Council finds that the
application is complete, that the application complies with all of the applicable requirements of thy, -
Whispering Pines Zoning Ordinance for the development proposed, and that therefore the
application to make use of the above described property for the purpose indicated is hereby
approved, subject to all applicable provisions of the Zoning Ordinance and the following
conditions:
(1) The applicant shall complete the development strictly in accordance with the plans
subo-dued to and approved by this Council. Any deviation(s) or requests far changes to
said plans must be approved by Council prior to such change(s) being made on site. Plans
are on file at the Village Hall and consist of the following:
a. Exhibit A Site Plan dated 1/12100, Revision 45, 8/17/00
b. Exhibit B Rendering, of Building Elevations - 3 pages
c. Exhibit C- Rendering of Entry Signs & Building signs
d_ Exhibit D-Letter from DOT dated 8/14/00 describing plans to widen Hwy 22
e. Exhibit E- Memo from DOT dated 3/21/00 re Driveway Review
f. Exhibit F- Sample picture of parking area light fixture
g. Exhibit G- Driveway Permit Applications to DOT

FROM :'Village of Whispering pines
PHONE NO. : 910 949 3907 Jul. 31 2001 09:56AM P6
Page 2 of 3
(2) If any of the conditions affixed hereto or any part thereof shall be held invalid or void,
then this Conditional Use Permit shall be void and of no effect.
a. An approved Erosion Control Plan must be received by the Village of
Whispering Pines prior to any construction_
b- Height of light poles shall not exceed 15'-
e. Exterior pole lights shall not exceed 250 watts-
d. Signs shall have exterior lighting.
e. All landscaping shall be n=iaged so as to maintain viable vegetation-
f No building shall be occupied until Hwy 22 is widened per the plan
7N WITNESS WHEREOF, the Village has caused this permit to be issued in its name, and the
undersigned, being all or the duly assigned agent of the property owners of the property above
described, do hereby accept this Conditional Use Permit, together with all its conditions, as
binding on them and their successors in interest -
Village Council of Whispering Pines
m- W-'wl ; I
Atteit -
Village Clerk
owner(s) of the above identified
property, do hereby acknowledge receipt of this Conditional Use Permit. The undersigned
owner(s) do further acknowledge that no work may be done pursuant to this permit except in

FROM :.Village of Whispering Pines PHONE NO. : 910 949 3907 Jul. 31 2001 09:57AM P7
Page 3 of 3
accordance with ail of its conditions and requirements and that this restriction sham be binding on
them and their successors in interest.
September 20, 2000

,
FROM : Village of WhiSpe-ring PinaS PHONE NO. : 910 949 3907 Oct. 18 2001 02:25PM P1
VM,L-AGE OP WHISPERING PINES.
10 PINE RIDGE DRIVE
WI-ITSPERING PINES, NORTH CARC)L,TNA 28327
TELEP1i0NE: [phone]
FAX: ()10) 949-3907
To: Ricky Revels - NCDEINR October 18, 2001
From: Gene Opdyke
Subj.: Carolina Court
Cc.: Pat Willett - Hobbs, Upchurch
Confirming my telephoned information, the total land area of Carolina Court is 11.38 acres
(495712.8 sq_ ft_)_ The total impervious area is 160003.34 sq. ft. Dividing 160003.34 by
495712.8 equals 0.322774 or 32.2774 percent. These numbers were taken directly from a
drawing titled `"Carolina Court - Land Use Plan", Rev. 5, dated 8-17-00. The drawing was issued
by Hobbs, Upchurch and Associates, and was sealed by David T_ Upchurch, P. E.
I hope this is what you need.
Gene Opdyke

Carolina Court Narrative
The Carolina Court site has a total of 11.38 acres in the tract. (See attached map prepared
by Blue Land Water Infrastructure, P.A.)
The storm water for Carolina Court will be managed by a wet detention basin and a series
of two (2) bioretention areas.
There is no off site drainage contributing to the development area storm water runoff.
4.57 acres of the 11.38 total acres will be developed. 3.67 acres of storm water runoff
will be diverted to the wet detention basin.
The southwest area of 0.67 Acres will sheet flow to 4,465.00 SF of Bioretention area at
the southwest corner and paralleling NC Highway 22 right of way north approximately
215 linear feet.
The southwest area of 1.20 Acres will sheet flow to 4,465.00 SF of Bioretention area at
the west property line and NC Highway 22 right of way approximately 275 linear feet.
The Bioretention areas will be planted with grasses, ground cover and landscaping.
The north area consisting of 3 buildings will shut flow north to a filter strip and level
spread prior to the existing pond on the site.
(see attached specifications)

a HOBBS, UPCHURCH & ASSOCIATES
CONSULTING ENGINEERS
P.O. 13OX 1737
300 SOUTH WEST BROAD STREET
SOUTHERN PINES, NORTI I CAROLINA 28388
PHONE: [phone]
FAX: 1-(9 l 0)-692-7342
To: NCD NR
Fayetteville Regional Office
225 Green Strect-Suite 714
Fayetteville. N.C. 28301-5043
The Following ltem(s) :
LETTER OFTRANSMITTAL
RANSMITTAL
Datefl -01 Job No. WP9906
Attu, Mr, Ricky Revels
Ref.: Carolina Court Storm Water Management
We are sending you
Attached
[� Under separate cover VIA
Shop Drawings Prints OSamplcs 0 Specifications
Cony of Letter Chance Order O Oreinial Mvlars
Nov — 5
Copies
Date
Project No.
Description
3
10/19/2001
WP9906
Letter from Village of Whispering Pines
3
10/23/2001
WP9906
Detention Basing Design & associated Calculations
3
WP9906
13ioretention Specifications & Seeding Schedule
l
07130/1998
WP9906
Lot Survey for reference
1
10/11/2001
WE19906
NCDENR Letter for reference
3
10124/2DOI
WP9906
Bioretcntion Manitenance agreement
These are Transmitted as Checked Below :
O For Approval O Approved as Submitted
O For Your Use O Approved as Noted
0 As Requested © Returned for Corrections
O For Rcvie%v and Comment O
Remarks:
Ricky,
Resubmit for Approval
O Submit for Distribution
O Return Corrected Prints
for recordation
© Prints Returned After Loan to Us
i think I've covered everything in the comments and have sent additional information.
If you have
any questions or need other information please call at your conviencc.
Copy To: FILE Signed:
Mr. Mike Gatti PAT S. WILLETT