SW7080112_CURRENT PERMIT_20080211

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWIOWZ 2
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEJ��(�i
�I
YYYYM M D D

Michael F. Easley, Governor "
w
Willium G. Ross Jr., Secretary
CO
rNorth Carolina Department of Environment and Natural Resources
o
�
Coleen H. Sullins, Director
Division of Water Quality
Mr. Cam McRae
REDCO Properties, LLC
335 N. Queen Street
Kinston, NC 28502
Subject: Stormwater Permit No. SW7080112
Windsor Bojangles
High Density Project
Bertie County
Dear Mr. McRae:
The Washington Regional Office received a complete Stormwater Management Permit
Application for Windsor Bojangles, on January 25, 2008. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. 'We are forwarding Permit No. SW7080112
dated February 11, 2008, for the construction of the subject project.
This permit shall be effective from the date of issuance until February 11, 2018, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
Sincerel ,
f 6 _
"At —Ho /
Regional Supervisor
Surface Water Protection Section
AH/sd: J:\WPDATA\WQS\ State SW-SD\Permits — Wetlands
cc: Don Curry, Jr. PE, Stocks Engineering, PA (3344 Hillsborough St., Suite 250,
Raleigh, NC 27607)
rtie County Building Inspections
ashington Regional Office
Central Files
North Carolina Division of Water Quality Internet: +r+c+c.ne+caien�ualitv.om_ One
943 Washington Square Mall Phone [phone] NorthCarohna
Washington, NC 27889 Fax [phone] a'n Fnally
An Equal Opportunity/Affirmative Action Employer- 50%Recycled1100h Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7080112
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
REDCO Properties, LLC
Windsor Bojangles
Bertie County
FOR THE
construction, operation and maintenance of a Wetlands Basin in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until February 11, 2018, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 65,000 square feet of
impervious area in this 2.49 acres development (41,500 square feet of
impervious area within the Bojangles Site; and 23,500 square feet of impervious
area within the Future Development).
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. Runoff conveyances, such as perimeter ditches, must be vegetated with side
slopes no steeper than 3:1 (H:V)
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW7080112
6. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
7. The following design criteria have been provided in the extended detention
wetlands and must be maintained at design condition:
Wetlands Basin
a.
Drainage Area, acres:
2.49
b.
Total Impervious Surfaces, ftZ:
65,000
(Bojangles Site:
41,500
(Future Development:
23.500
C.
Design Storm, inches:
1.0
d.
Wetland Forebay Depth, feet:
3.0
e.
TSS removal efficiency:
85%
f.
Permanent Pool Elevation, FMSL:
94.0
g.
Permanent Pool Surface Area, ftZ:
5,938
h.
Permitted Storage Volume, ft3:
5,292
i.
Temporary Storage Elevation, FMSL:
95.0
j.
Controlling Orifice:
1.25" O pipe
k.
Permitted Forebay Surface Area, ftZ:
595
I.
Receiving Stream/River Basin:
Cashie River
M.
Stream Index Number:
24-2-(1)
n.
Classification of Water Body:
"C; SW"
Il. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowin.9 and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
Page 3 of 8

State Stormwater Management Systems
Permit No. SW7080112
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ!, The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior toi issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the
permitted facility has been installed in accordance with this permit, the
approved plans and specifications, and other supporting documentation. Any
deviations from the approved plans and specifications must be noted on the
Certification. A modification may be required for those deviations.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten yearsifrom the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW7080112
13. This permit shall be effective from the date of issuance until February 11, 2018.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
14. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
15. Recorded deed restrictions must include, at a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure onggoingg compliance with
State Stormwater Management Permit Number SIV. 112, as issued by
the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area for the outparcel(s) shown on the approved
plans is as follows:
Total Site — 65,000 sf, consist of
(Bojangles Site— 41,500 s
(Future Devlpmt. — 23,500 s
These allotted amounts include any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina, driveways, and parking areas, but does not include raised, open
wood decking, or the water surface of swimming pools.
g. The runoff from all built -upon area within the outparcel or future
development area must be directed into the permitted stormwater control
system.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
i. The connection from the outparcel's collection system into the stormwater
control shall be made such that short-circuiting of the system does not
occur.
j. For those outparcels or future development areas whose ownership is not
retained by the permittee, the new owner shall subit a separate offsite
stormwater permit application to the Division of Water Quality and receive a
permit prior to construction.
17. The permittee must submit a copy of the recorded deed restrictions within
30 days of the date of recording.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW7080112
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation from
the parties involved, and other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and may or may not be
approved. The permittee is responsible for compliance with all permit conditions
until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General'Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DEN Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days.
Permit issued this the 11t" day of February, 2008.
RTH CAFOLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW7080112
Windsor Bojangles
Stormwater Permit
Bertie County
No. SW7080112
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to
full time) the construction of the project,
(Project)
observe (periodically/ weekly/
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW7080112
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Bertie County Building Inspections

State Stormwater Management Systems
Permit No. SW7080112
Windsor Bojangles
Stormwater Permit No. SW7080112
Bertie Countv
Designer's Certification
I, Pd4+0 L. C%Akse , as a duly registered I&W rpr6.ArDA
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project.
In1rn1DS0� 3eJ1et.T(C��C
for F-eDc o f ea—V IES (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and spec cation:
Signature 4-j
Registration Number Z1.470
Date I 41(f j
Page 7 of 8
Nu u4r,, a
r--ssro
SEAL
26970 r
L

State Stormwater Management Systems
Permit No. SW7080112
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
�2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
All the built -upon area associated with the project is graded such that the
✓ runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
✓ 5. The outlet/bypass structure elevations are per the approved plan.
_6. The outlet structure is located per the approved plans.
✓7. Trash rack is provided on the outlet/bypass structure.
�8. All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1.
✓10, The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
f13. All required design depths are provided.
°— 14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Bertie County Building Inspections
Page 8 of 8

Dumpor, Samir
From:
Don Curry [[e-mail]]
Sent:
Friday, January 04, 2013 8:33 AM
To:
Dumpor, Samir
Subject:
Bojangles Windsor - Final SWM Approval
Attachments:
Bojangles Windsor SWIM Approval 01-03-13.pdf
Samir,
In going through my old Bojangles projects, I realized that I didn't send you documentation of the SWM approval for this
site. I am including it in this email.
Please let me know if you have any questions or need any additional information.
Sincerely,
Don L. Curry, Jr., P.E.
The Curry Engineering Group, PLLC
PO Box2018
205 S.Fuquay Ave.
Fuquay-Varina, INC 27526
doncurry(cD,currvenoineerinaarou o.com
www.curryengineeringgroup.com
919.552.0849 (0)
919.552.2043 (F)
919.880.9857 (C)

The Curry Engineering
Group, PLLC
January 3, 2013
Mr. Samir Dumper
Express Permitting
NCDENR Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
RE: Bojangles Windsor, Bertie County
Final SWM Certirwatfon, SW7080112
Dear Mr. Dumper:
Enclosed is the final approval certification for the stormwater wetland for the above referenced project. Based on
my observations, the site complies with the design plans and specifications, as noted on the certification form.
Please let me Imow if you need any additional information pertaining to this project.
Sincerely,
The Curry Engineering Group, PLLC
Donald L. Curry,7r., PF
Aft: NCDENR SWM Certification Form
The furry Engineering Croup, PLLC Don L. Curry, Jr., PE
PO Box 2018 919.552.0849 (0)
205 S. Fuquay Ave. 919.552.2043 (F)
Fuquay-Varina, NC 27526 919.880.9857 (C)
'Io— nr"rrY-(°�q-qY—nK—.-71gBroup com www curryen 'necri�R__! rc rsR

For OENR Use ONLY
RIFW^A North Carolina Department of Environment and Reviewer:
A' Natural Resources Submit
NCDENR Request for Express Permit Review Time:
lift -IN all the information below and CHECK the Permits) you am requesting for express review. FAX or Ent
i in
project ... _ .. _ ... Pa package.
- _e expected
_ - _ _ .. ...
dinator along with a completed DETAILED narrative, site oleo lPOF filet and vicinity map (someItems expected In the aoolicetlo,
the location. Include this form In the application
• Asheville Region -Alison Davidson 828-2964698;alison.devldsonOncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee®ncmail.net
• Mooresville&-Pahlck Grogan 704-663-3772 or Patrickaroaantincmall.net
• Washington Region -Lyn Hardison 252-946-9215 or lvn.hardison®ncmail.net
• Wilmington Region -Janet Russell 910350.2004 or lanetrussellOncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: WINDSOR BOJANGLES County: BERTIE
Applicant: BRAD MERCER Company: REDCO PROPERTIES
Address: 335 N. QUEEN ST. City: KINSTON, State: NC Zip: 28502
Phone: [phone] Fax: [phone] Email: brad Mbecaiun.com
Project is Drains into NON - A waters Project Located in _ River Basin
Engineer/Consultant: Donald L. Cum, Jr. Company: Stocks EngineerinD
Address: 3344 HILLSBOROUGH ST., SUITE 250 City: RALEIGH, State: INC Zip: 27607
Phone: [phone] Fax: [phone] Email: dcurrv0stocksen0ineerino.com
❑ Scoping Ill ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER
® State Stormwater ❑ General ❑ SFR, DBkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _# Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _# Treatment Systems ElHigh Density -Infiltration _#-Treatment Systems
❑ High Density -Bio-Retention _# Treatment Systems ® High Density -Constructive Wetlands 1# Treatment Systems
❑ High Density -Other # Treatment Systems ❑ MODIFICATION SW 1 (Provide permit #)
Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with _acres to be disturbed.(CK #_ (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED_ aELOW
❑ Wetlands (401j Check all that aoDly Isolated Welland on Property ❑ Yes ® No
Wetlands on Site ❑ Yes ® No Buffer Impacts: ® No ❑ YES: corals)
Wetlands Delineation has been completed: ❑ Yes Z No Minor Variance: ® No ❑ YES
US ACOE Approval of Delineation completed: ❑ Yes ® No Major General Variance ® No ❑ YES
404 Application in Process w/ US ACOE: ❑ Yes N No 401 Application required: [-]Yes ® No If YES, ❑ Regular
Peril Received from US ACOE ❑ Yes Z No Perennial, Blue line stream; etc on site ❑ yes ® No
For DENR use only
Fee Split for multiplepermits: Check #
Total Fee Amount $
SUBMITTAL DATES
Fee
11
i SUBMITTAL DATES
Fee
CAMA
$
I Variance Ma; Min
$
SW ❑ HD, ❑ LD, ❑ Gen
$
1401,
$
LOS
$
I Stream Deter-
S
Deleted: 9�
DeletM: 9

DWQUSE ONLY .; I
Date Received Fee Paid. Permit Number
moo !%MJyAq,0112
State of North Carolina %AcK 11JS1o%
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be pliotocopiert for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
REDCO Properties, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Cam McRae, Manager -Member
3. Mailing Address for person listed in item 2 above:
335 N. Queen St
State:NC Zip:28502
Phone: (252 ) 522-0191 Fax: (252 ) 208-2878
Email:
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Windsor Bojangles
5. Location of Project (street address):
City: W indsor I Cou nty: Bertie
6. Directions to project (from nearest major intersection):
Approximately 400' south of intersection of US 13 Bypass 'and US 13 Business (N. King St.)
7. Latitude:36d 00' 31.06" N Longitude:76d 57' 15.11" W of project
8. Contact person who can answer questions about the project:
Name:Donald Lee Curry, Jr. Telephone Number: (919 ) 821-2440
Email:dcurryQstocksen ing eering.com
® II. PERMIT INFORMATION:
Form SWU-101 Version 8.07 Page 1 of41

1. Specify whether project is (check one): ®New ❑Renewal ❑Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N/A and its issue date (if known)
® 3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
1
4. Additional Project Requirements (check applicable blanks):
❑LAMA Major ®Sedimentation/Erosion Control 1 ❑404/401 Permit ❑NPDES Stormwater
► I
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
Ill. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
The 1" storm event (non -SA waters) will be treated with a stormwater wetland. See the attached "Site Location
Narrative for additional detail on adjacent waters and site specifics.
2. Stormwater runoff from this project drains to the Roanoke River basin.
3. Total Site Area: 2.49 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: N/A acres (not,opplicabie if no wetlands exist on site)
6. Total Project Area**:2.49 acres
8. How many drainage areas does the project have?1
7. Project Built Upon
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1 .
I
Drainage Area 2 .
Receiving Stream Name
Cashie River
Stream Class & Index No.
C;SW 24-2-(1)
Drainage Area (so
104,100
Existing Impervious* Area (so
0
Proposed Impervious*Area (so
65,000
% Impervious* Area (total)
62
Impervious* Surface Area
Drainage Area 1 —, rerAll-
Drainage Area 2
On -site Buildings (sf)
7,850
On -site Streets (so
0
On -site Parking (so
54,430
On -site Sidewalks (so
2,720
Other on -site (so
0
Off -site (so
0
Total (so:
65,000
Impervious area is defined as the built upon area including, butpot limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc. ® 1� A-TT4e�� Fob S �FM tti trl To
Form SWU-101 Version 8.07

**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation.
C
►I]
C
10. How was the off -site impervious area listed above derived?Measured in ACAD program
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following 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.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 thelState, 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 SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Form SWU-101 Version 9.07
Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below.) The complete application package should be
0 submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at htip://h2o.enr.state.nc.us/su/msi maps.htm)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR
• Calculations & detailed narrative description of storimwater treatment/management
• Copy of any applicable soil report
• Three copies of plans and specifications (sealed, signed & dated), 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 stonnwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):Donald L. Curry, Jr., Stocks Engineering, PA
Mailing Address:3344 Hillsborough St., Suite 250
City:Raleigh State:NC Zip:27607
Phone: (919 ) 821-2440 Fax: [phone]
Email: dcu [e-mail]
VIIL APPLICANT'S CERTIFICATION
I, (print or hjpe mmne of person listed in General Infonnation, item 2) Cameron McRae
certify that the information included on this permit applicationi form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000. r ,
® Signature: G%Z2iG L?�U�G(� Date: QG�,a?op�
Form SWU-101 Version 8.07 Page 4 of

El I
M
R'mdsor�Bo�angles,�
Supplement,to�S�WU�I�OIaF,orm E ,„i �, 2 a r a r "' P 9 r
III PROIECT�INHOI2MAHUN" It"
Im ervious Surface""Areas per Phase
i
Impervious Surface Area
Phase I - Bdan les
Phase 11 - Future Retail
Total
On -Site Buildings s
3850
4000
7850
On -Site Streets (,so
0
0
0
On -Site Parkin s
36030
18400
54430
On -Site Sidewalks (so
1620
1100
2720
Other On -Site (so
0
0
0
Off -Sites
0
0
0
Total (sf)l
41500
1 23500
65000
NOTE: Proposed stormwater wetland accommodates both Phase I and Phase 11 developments with impervious
areas listed above.

High Density Developments with Outparcels
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, the Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Developments with Outparcels
where outparcel lots will be subdivided from the main tract and sold. Deed restrictions and protective
covenants are necessary to ensure that the development maintains a "built -upon" area consistent with
thedesign criteria used
to size the stormwater control facility. /
I, l n m e r'o N t f I a t�-ze , acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any outparcel or
future development area:
1. The following covenants are intended to ensure' ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum built -upon area for the outparcel(s) shown on the approved plans is as follows:
Outparcel # BUA Outparcel # BUA
PSI ICe0Rparr Nl,TOOSF
PIJ-M(ror- e) 23 , 5-00 SF
OThese allotted amounts include any built -upon area constructed within the property boundaries,
and that portion of the right-of-way between the lot lines and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools. 1
7. The runoff from all built -upon area within the outparcel or future development area must be
directed into the permitted stormwater control system.
8. Built -upon area in excess of the permitted amount will require a permit modification.
9. The connection from the outparcel's collection system into the stormwater control shall be made
such that short-circuiting of the system does not occur.
10. For those outparcels or future development areas whose ownership is not retained by the
permittee, the new owner shall submit a separate offsite stormwater permit application to the
Division of Water Quality and receive a permit/prii.gr to construction.
u
ll
a Notary Public in the
State of my/)� 1, /Ifirlh(" j , County of �[JlL(P t) ,
do hereby certify that (�twwf)l lyclG Q e, personally appeared
!,r before me this the 93 day of 1 un 20 V , and acknowledge
the due execution of the foregoing instrument. Witn ss my hand and official seal,
i/,ci ` n SEAL
Signature Y lY KEISHA SUPEL
NarA:,Y PUBLIC
amm County, North Garonne
COMWO r, Expires OcftW 17, 2012
Lmy—�
2
My Commission expires *' Cwffft a SON O*bw 17, 2N2
Form DRPC-2 Rev.1
Page I of I

•5
".
� 1. yr. ,. ;+�: t:�' „��- ,rj .:. •;
.. .... .
��
: i h5' a:y4?4
�
� ...
'fir) .. ..
.. 1 ... J.a.
�.l

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
EXPRESS PERMITTING OPTION 08012007
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. ProjectName: Windsor Boiangles
2. Location of land -disturbing activity: County Bea rtie City or Township Windsor
Highway/Street 100 Carson's Alley Latitude 36d 00' 31.06" N Longitude 76d 57' 15.11" W
3. Approximate date land -disturbing activity will commence: February 2008
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Commercial
5. Total acreage disturbed or uncovered (including off -'site borrow and waste areas): 3.2 ac
6. Amount of fee enclosed: $260 ($4000 express fee is separate). The Express Permitting application
fee is a dual charge. The normal fee of $65.00 per acre is assessed without a ceiling amount. In
addition, the Express Permitting supplement is $250.00 per acre up to eight acres, after which the
Express Permitting supplemental fee is a fixed $2,000.00 (Example: 9 acres total is $2,585). NOTE:
Both fees are rounded up to the next whole acre and need to be paid by separate checks to NCDENR.
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
O8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Brad Mercer E-mail Address brad(a)becaiun.com
Telephone [phone] Cell # 252-341-6276 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
REDCO Properties, LLC 252-522-0191 252-208-2878
Name Telephone Fax Number
335 N. Queen St. Same
Current Mailing Address Current Street Address
Kinston, NC 28502 Same
City State Zip City' State Zip
10. Deed Book No. 877 Page No. 99 Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
REDCO Properties
Name
335 N. Queen St.
Current Mailing Address
Kinston, NC 28502
City State
Telephone [phone]
Address
Same
Current Street Address
Same
Zip City State
Fax Number 252-208-2878
9M

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
2
10
C
N/A
Name
Current Mailing Address
City
Telephone
State
E-mail Address
rrent Street Address
City State Zip
Fax
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
N/A
Name of Registered Agent
Current Mailing Address
City State Zip
Telephone
E-mail Address
Current Street Address
City State Zip
Fax Num
(c) In order to facilitate Express Permitting, it is necessary to be able to contact the Engineer or other
consultant who can assist in providing any necessary information regarding the plan and its preparation:
Stocks Engineering dcurrypstocksengineering.com
Engineering Firm or other consultant E-mail Address
Donald L. Curry, Jr., PE 919'-821-2440
Individual contact person (type or print) Telephone
919-821-2210
Fax Number
The above information is true and correct to the best of my knowledge and belief and was provided by me
under oath (This form must be signed by the Financially Responsible Person if an individual or his attorney -in -
fact, or if not an individual, by an officer, director, partner! or registered agent with the authority to execute
instruments for the Financially Responsible Person). I agree to provide corrected information should there be
any change in the information provided herein.
Cameron McRae
Type or p 'At name 14 ?
Sign e
Manager/Member
Titleor Authority
January 23, 2008
Date
1, )4,Ie/stiAw w , a NotaryPubliicc of the County of
State of North Carolina, hereby certify that 1 Cty nh AlLc.le. appeared personally
before me this day and being duly sworn acknowledged that the above form was executed by him.
Witness my hand and notarial seal, this a 3 day of� C(/ Gt .20 OY
Notary
Seal
My commission expiresMy COff"49 Wft WhoOCIODer f�' �

Permit Number:
(io be provided by D117Q)
Drainage Area Number:
0 Stormwater Wetland Inspection and Maintenance Agreement
I will keep a maintenance record on this BMP. iThis maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the remo� al efficiency of the BMP.
Important maintenance procedures:
— Immediately after the stormwater wetland is established, the wetland plants will
be watered twice weekly if needed until) the plants become established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial
fertilization that is required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— Once a year, a dam safety expert will inspect the embankment.
After the stormwater wetland is established, I will inspect it once a month and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of inspection and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem: I
How 1 will remediate theproblem:
The entire BMP
Trash/debris is presentl
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
wetland
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximatel six inches.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
Swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Wetland I&M-Rev.2 Page I of 4

tE
•
BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated in
Search for the source of the
the forebay to a depth that
sediment and remedy the problem if
inhibits the forebay fro Im
possible. Remove the sediment and
functioning well.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The deep pool, shallow
Algal growth covers over
Consult a professional to remove
water and shallow land
50% of the deep pool and
and control the algal growth.
areas
shallow water areas.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray) -
the deep pool and shallow
consult a professional.
water areas.
Shallow land remains flooded
more than 5 days after a
Unclog the outlet device
immediately.
storm event.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Best professional practices
Prune according to best professional
show that pruning is needed
practices.
to maintain optimal plant
health.
Sediment has accumulated
and reduced the depth to 75%
of the original design depth
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
of the deep pools.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Form SW401-Wetland I&M-Rev.2
Page 2 of 4

E
E
BMP element:
Potentialproblem: I
How I will remediate theproblem:
The embankment
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
Evidence of muskrat or
beaver activity is present.
Use traps to remove muskrats and
consult a professional to remove
beavers.
The micropool
Sediment has accumulated
Search for the source of the
and reduced the deptblto 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Plants are growing in the
Remove the plants, preferably by
micropool.
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Wetland I&M-Rev.2
Page 3 of 4

Permit N
(lobe provided 4,, DINQ)
1 acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Windsor Boianeles
BMP drainage area number: 1
Print name: Cameron McRae i
"title: Manager/Member
Address: 335 N. Queen St.
Date: January 23, 3008
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, JC/'lS�a CSP ee l a Notary Public for the State of
NDYf7 CCL/9)ihccJ County ofdo hereby certify that
day of I
forgoing
seal,
SEAL
personally appeared before me this-4
I
and acknowledge the due execution of the
wetland maintenance requirements. Witness my hand and official
® My commission expires UY c 6015 OftKIII, 2DJ2
Form SW401-Wetland I&M-Rev.2 Page 4 of 4

Permit Number
(to be provided by DWD)
OF W A7F9
O2 OG
ARM
y r
4PCDENR °
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information.
Project name
Contact name
Phone number
Date
Drainage area number
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
Does this project require pre/post control of the 1-yr 24-hr peak
flow?
qr24-hr runoff depth
, 24-hr intensity
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume: Non -SR Waters
Design volume (temporary pool volume)
Depth of temporary pool/ponding depth (Dmnis)
Drawdown time
Diameter of office
Coefficient of discharge (CD) used in office diameter
calculation
Driving head (HJ used in the office diameter calculation
Storage Volume: SR Waters Parameters
1-yr, 24-hr depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
itmeprovided
+ lc , .. --' 104108f?
' 64,904 ftz
62.3%
1.0 inch
(Y or N)
in
i"r
H fit'/sec
5,292 ft3
s
OK
a
12 in
OK
e2.80 days
OK
'N25 in
OK
(unitless)
ft
-am
ft3
ft3
ff3
OK
Form SW401-Welland-Rev.1 Parts I and It. Project Design Summary, Page 1 of 3

Permit Number
(to be provided by DWQ)
Surface Areas of Welland Zones
Surface Area of Entire Wetland
Ilow Land
he shallow land percentage is:
Shallow Water
The shallow water percentage is:
Deep Pool
Forebay portion of deep pool (pretreatment)
The forebay surface area percentage is:
Non-forebay portion of deep pool
The non-forebay deep pool surface area percentage is:
Total of wetland zone areas
Add or subtract the following area from the zones
Topographic Zone Elevations
Temporary Pool
Shallow Land (top)
Permanent Pool
Shallow Water (top)
Deep Pool (top)
Most shallow point of deep pool's bottom
Deepest point of deep pool's bottom
Design must meet one of the following two options:
This design meets Option #1,
Deep pool is 6'inches below SLWT, If yes:
SLWT (Seasonally Low Water Table)
is design meets Option #2,
as a clay liner
If yes:
Depth of topsoil above clay liner
Topographic Zone Depths
Temporary Pool
Shallow Land
Permanent Pool
Shallow Water
Deep Pool (shallowest)
Deep Pool (deepest)
Planting Plan
Are cattails included in the planting plan?
Number of Plants in planting plan recommended:
Herbacious (4'inch diameter)
Shrubs/small trees (1 gallon or larger)
Trees (1.5' dbh)
Number of Plants in planting plan provided (several species of
each plant type are recommended):
Herbacious (4'inch diameter)
Shrubs/small trees (1 gallon or larger)
Trees (1.5' dbh)
...`5,938 it'
40%
`•:2,3t f?
40%
„ 595 ft2
10%
583 ft2
10%
5,938 It'
0.00 fe
fmsl
194(OQfmSI
.' 93.56fmsl
91.00 fmsl
,91.00 fmsl
r N)
OK
OK
OK
OK
OK
OK
OK
12 in
OK
6 in
OK
30 in
OK
30 in
OK
180
120
30
180
'. `. 120
SIP
(Yor'N)
OK
OK
OK
OK
Form SW401-Wetland-Rev.1 Parts I and If. Project Design Summary, Page 2 of 3

Permit Number
(to be provided by DWQ)
Additional Information
Can the design volume be contained?
oes volume in excess of the design volume flow evenly
ributed through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Are calculations for supporting the design volume provided in the
application?
Is BMP sized to handle all runoff from ultimate build -out?
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
Approximate wetland length
Approximate wetland width
Approximate surface area using length and width provided
Will the wetland be stabilized within 14 days of construction?
or N)
or N)
or N)
or N)
or N)
or N)
8.8 :1
I _e„ z "220.Oft
25.0 It
5,500 ff
Y ` ; (YorN)
OK
OK
Show how flow is evenly distributed.
OK
OK
OK
OK
This approx. surface area is within this number of square
feet of the entire wetland surface area reported above:
OK
Form SW401-Wetland-Rev.1 Parts I and II. Project Design Summary, Page 3 or 3

Permit
fto be provided by DWQJ
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package
will result in a request for additional information. This will delay final review and approval of the project. Initial in the space
provided to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below.
If a requirement has not been met, attach justification.
Initials Pagel Plan
Sheet No.
C - cs
1. Plans (V - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Wetland dimensions (and length to width ratio),
Pretreatment system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
C- 0 3 2. Plan details (1" = 50' or larger) for the wetland showing:
7 b3 - Wetland dimensions (and length to width ratio)
- Pretreatment system,
- Maintenance access,
- Recorded drainage easement and public right of way (ROW),
- Design at ultimate build -out,
®
Off -site drainage (if applicable),
- Overflow device, and
- Boundaries of drainage easement.
\Z162— 3. Section view of the wetland (V = 20' or larger) showing:
D—o 7j - Side slopes, 3:1 or lower
- Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, clay liner: Depth of topsoil on top of liner, liner specifications
,
�. -t?3 4. A detailed planting plan (1' = 20' or larger) prepared by a qualified individual showing:
- A variety of suitable species (not including cattails),
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
f�! C D_Oy• 05 5. A construction sequence that shows how the wetland will be protected from sediment until the entire
drainage area is stabilized.
6. The supporting calculations (including draw down calculations).
10 7. A copy of the signed and notarized inspection and maintenance agreement.
�C `'*' 8. A copy of the deed restriction.
SW401-Welland-Rev.1 Part III, page 1 of 1

u
Tab III
10
0
I
— Soils
Report

A
15 January 2008
pplied Keoource Management, 11.G.
Stocks Engineering, P.A.
c/o Mr. Don.L, Curry, Jr.; P.E`.
3344 Hillsborough Street, Suite 250
Raleigh, North Carolina 27607
Re: Bojangle's Site
Windsor, North Carolina
Mr. Curry,
Please find below a report referencing a soil and site evaluation for the above referenced
site; -located on US Highway'13 in Windsor; North Carolina.
1:O .Introduction/Purpose
The purpose of the soil and site evaluation was to determine the feasibility of
O. disposing -and/or storing storm water within a proposed storm water bioretention
pond located at the northeast property boundary.
2.0 Methods .
(Refer to Appendix A and Figures 1 and 2)
The site was evaluated using hand auger borings. Auger borings were made at
varying locations throughout the site to.a depth in excess of 100: inches and profile
descriptions recorded.'Field work wasconducted at the site on the 14`" of January
2008:
3.0 Results/Findings.
(Refer to"Appendix A and Figures 1 and 2)
The site was determined to contain soils with a seasonal high water table ranging
from approximately 90 inches to 96 inches from the natural soil -surface. The
seasonal, high water table in, a portion. of the proposed pond appears "to be
characteristic of an oxyaquiccondition. Whereas, the soils are saturated but are not
reduced and do not contain any redoximorphic features at the depth of saturation.
The landscape position of the proposed bio'retention pond also influences the depth
to the seasonal. high `water as well as the proximity to the adjacent road cut.
® P.O. Sox 882
Hampstead, NC 28443
910. p70.2919 .
FAX [phone].

E
15 January 2008
4.0 Limitations
The areas analyzed as part of this investigation only provide isolated data sets and
points and do not represent subsurface conditions at every location in the project
area. Analyses and conclusions of thislreport, interpretation between data points,
and subjective subsurface interpretation, may not be completely representative of
all subsurface conditions.
This investigation, furthermore does not, provide conclusive data on limits of impact
or other ,interpolations where indicated by question marks or where otherwise
qualified..
Conclusions and recommendations of this investigation and report are based on the
best available data in an effort to assist in the understanding, control and/or site
planning and preparation: No guarantee is expressed or implied that new or
additional data and/or scientific measures will not be required.for ultimate solution
of the existing project.
Should you have any questions or concerns 'please do not hesitate to contact me at
[phone].
Sincerely, �p SOIL SC,�
Walter D. Giese, LSS
Project Manager.
M�R1H G
is .� ucunry goo a
;� 2

. Nate: Map adapted from survey supplied to us by Stocks Engineering.
TITLE: Windsor Site FIGURE:
lied Resource Mana e=ni, P C. Stocks Engineering
A(9.e em,PeoaJOB: SCALE: DATE: DRAWN BV:10I 2]0-2919 FPX 2]02988
08012 N/A 01/15/08 ASQ

Note: Map adapted from survey supplied to US by Stocks Engineering, L
TITLE: Windsor Site FIGURE:
lie'l FZC60UroC C. Stocks Engineering
7 P.0 Bce 882, H=mt.d, NC 26443 rJO& — S—C�A—Li: DATE DRAWN BY:
k2,910) 270-2919 F� 270-2988 2
08012 1"= 40' 01/15/08 ASQ

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11
I
Bojangles
Stocks Engineering
Windsor NC
SIB 1'I
Page I of 1
Logged by: Walter D. Giese, R.S., LSS
Date: 01/1412008
... . ... ....ei
"Descrip ion, A-,p
0-10
Dark yellowish brown(10YR 4/4), granular, very friable, non -expansive, loamy sand.
10-27
Yellowish brown(10YR 5/6), g ra n u I a r, very friable, slightly expansive, loamy sand.
27-30
Yellowish brown(10YR 5/6), sub -angular blocky, very friable, non -expansive, loamy
sand. i
II
30-44
Yellowish brown(10YR 5/6), sub -angular blocky, friable to very friable, slightly
expansive, sandy loam with light yellowish brown (2.5Y 6/4), granular, very friable,
slightly expansive, sand.
44-70
Dark yellowish brown(10YR 4/6), sub -angular blocky, friable, slightly expansive,
sandy loam with yellowish brown (1 OYR 5/6) mottles.
70-80
Light olive brown (2.6Y 5/6), sub -angular blocky, friable, slightly expansive, loam,
with light yellowish brown (2.5Y 6/3) mottles.
80-100
Yellowish brown(10YR 5/6), sub -angular blocky, very friable, slightly expansive,
sandy loam with light brownish gray (10YR 6/2) mottles at 96 inches.
Estimated seasonal high water table at -96 inches from existing ground surface.
Apparent static water at 102 inches. i

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Bojangles
Stocks Engineering
Windsor, NC
SB 2
Page 1 of 1
Logged by: Walter D. Giese, R.S., LSS
Date: 01/14/2008
iki iyy2,r�ci1 d Ai
tX
fibb)), Depths
` d14 Wab YN u 1 n{y.i x; Vi r^ 3
m� t' [ } �s x 9 . '3 ) t "i {'
A
r *�,qar r s �. Descn bon' �
0 - 40
i
Yellowish brown(10YR 5/6), granular; very friable, non -expansive, loamy sand.
I
40 - 70
Dark yellowish brown(10YR 4/6), sub lI-angular blocky, friable, slightly expansive,
sandy loam.
70 - 85
Yellowish brown(10YR 5/8), granular,; very friable, non -expansive, loamy sand.
85 - 95
Yellowish brown(10YR 5/6), sub -angular blocky, friable, slightly expansive, sandy
clay loam.
95 - 100
Yellowish brown(10YR 5/8), granular, friable, slightly expansive, sandy loam with
massive sandy clay lenses and light brownish gray (10YR 6/2) mottles at 95 inches.
Estimated seasonal high water table at —90 inches from existing round surface.