SW8890306_Historical File_20040302

o�O f WATF94
L
r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
-1 Alan W. Klimek, P.E.,Director
© - "C Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 2, 2004
Mr. Warren Bailey, Manager
The Corral Group of Piney Green, LLC
P.O. Box 400
Jacksonville, NC 28540
Subject: Permit No. SW8 890306 Modification
Piney Green Shopping Center
(Golden Coral Restaurant)
High Density Stormwater Project
Onslow County
Dear Mr. Bailey:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Piney Green Shopping Center (Golden Corral Restaurant) on March 1, 2004. Staff
review of the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8
890306 Modification dated March 2; 2004, for the construction of Piney Green Shopping Center (Golden
Corral Restaurant).
This permit shall be effective from the date of issuance until March 2, 2014, 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
Laurie Munn, or me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/:lsm S:IWQSISTORMWATIPERMIT1890306MOD.mar04
cc: John Pierce, PLS
Onslow County Building Inspections
Laurie Munn
Wilmington Regional Office
Central Files
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] MUM

State Stormwater Management Systems
Permit No. SW8 890306 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
The Corral Group of Piney Green, LLC
Piney Green Shopping Center (Golden Corral Restaurant)
Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as attached
and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until March 2, 2014, and shall be subject
to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 377,230 square feet of impervious area. This
pond must be operated with a vegetated filter.
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. 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.
5. The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.
2

State Stormwater Management Systems
Permit No. SW8 890306 Modification
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Piney Green Shopping Center
(Golden Corral Restaurant)
Permit Number:
SW8 890306 Modification
Location:
Onslow County
Applicant:
Mr. Warren Bailey
Mailing Address:
The Corral Group of Piney Green, LLC
P.O. Box 400
Jacksonville, NC 28540
Application Date:
March 1, 2004
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
Drainage Area, acres:
Onsite, sq. ft.:
Offsite, sq. ft.:
Total Impervious Surfaces, sq. ft.:
Pond Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Permitted Surface Area, sq. ft.:
Permitted Storage Volume, cubic ft.:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Mott Creek / White Oak
WOK02 19-16-3
"C NSW"
8.66
377,230
none, per engineer
377,230
6.5
85% (a 30' vegetated filter is required)
32.50
16,894@Permanent Pool
35,711
34.50
2.5" � (drawdown in 2-5 days)
3

State Stormwater Management Systems
Permit No. SW8 890306 Modification
II. SCHEDULE OF COMPLL kNCE
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. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system, subject to
the following crite-iia:
a. The fountain draws its water from less than 2' below the permanent pool surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may
be used only if they draw water from the surface in the deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent
pool volume. The maximum pump power for a fountain in this pond is 1/3
horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification. A modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. 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-
4

State Stormwater Management Systems
Permit No. SW8 890306 Modification
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, 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. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved 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 years from the date of the completion of construction.
12. At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee. An access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed irao the permitted system.
14. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
15. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval oy 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) which have jurisdiction.
P

State Stormwater Management Systems
Permit No. SW8 890306 Modification
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater
management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the 2nd day of March 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
lam. c A ,.
Alan W. Klimek, P.E., Director
4-011 Division of Water Quality
By Authority of the Environmental Management Commission
31

State Stormwater Management Systems
Permit No. SW8 890306 Modification
Piney Green Shopping Center (Golden Corral Restaurant)
Stormwater Permit No. SW8 890306 Modification
Onslow County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/weekly/full time)
the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
7

State Stormwater Management Systems
Permit No. SW8 890306 Modification
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
__ _`8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
E

Date Received
Fee Paid
Permit Number
State of North Carolina
Departrnent of Environment and Natural Resources
Division of Water Quality
STORMti WATER M.AIVAGENfETiT PERMIT APPLICATION FOILM
Trzis form may be' photocopied far use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
The Corral Group of Piney Green LLC
2. Print Owner/Signing Official's name and title (person le;ally responsible for facility and compliance):
Piney Green LLC - Warren Railey Managpr
I Mailing Address for person listed in item 2 above:
P.O. Box 400
City: Jac kQ-a- ville State: NC Zip: 29540
Telephone Number: ( 91 C) ) 346-8443
a. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Golden Corral Restaurant - -pjnzu eI-eal VYh-6bJ24J1 a (`.p VJ/-
5. Location of Project (street address):
NC HiQhwav 24
City: Jacksonville County.— Onslow
6. Directions to project (from nearest major intersection):
From intersection of NC Highway 24 & NC Highway 172 head West approximatelyapproximatgly 5.20 miles
anT project will be on the right
7. Latitude:34degrees 43'01" Longitude:77dPRrPPs 19' 2411 of project
8. Contact person who can answer questions about the project
Name: John L. Pierce & Associates P.A. Telephone Number. (910 ) 346-9800
IL PEr-,N=WFORI'YfATION:
1. Specify whether project is (check one): New Renewal XX Modification
FormSWU-101 Version 3.99
Page I of 4

2. • If this application is being submitted as the result of a renewal or modification to an existing permit, list the
e:asting permit number 890106 and its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density Redevelop General Permit XX Other
4. Additional Project Requirements (check applicable blanks):
_CA11vIA _'Major Sedimentation/Erosion Control _404/v_.0I Permit _NTDES Stormvvater
Information on required state permits car, be obtained by contacting the Customer Service Center at
1-5/7-623-6748.
III. PROJECT INFOMMATION
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.
Stormwater to be directed to existing stormwater detention pond
2. Stormwater nutoff from this project drains to the White Oak
3. Total Project Area: 8.66 acres
5. How many drainage areas does the project have? 1
River basin
4. Project Built Upon Area: 100
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.
Receiving Stream Name
Mott Creek
Receiving Stream Class
SC
Drainage Area
377 229.60 s . f .
Existing ImperviousArea
I 377, 229.60 s . f .
Proposed Im ervious*Area
-0-
% Impervious - Area (total)
100%
I�r�a
.r
On -site Buildings
112,826 s . f .
On -site Streets
I _0_
On -site Parking
264, 403.60 s . f .
On -site Sidewalks
-0-
Other ron-site
Off_ite
-0-
Total: 377 229.60 s . f .
Total:
unYrr viuw urcu u uefurru. us WX uuu[ upon aTert lncluarng, but not Limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SW U-101 Version 3.99 Page 2 of 4

..7. <How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENAINTS
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 Iot. 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 N/A as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than N/A 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.
a. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. 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 performanm 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. SUPPLEML ENT FORIMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at (919) T;3-5083 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 S4W-109
Innovative Best Management Practice Supplement
Farm 5W U-101 Version 3.99 Page 3 of 4

.VI., SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
- Original and one copy of the Stormwater Management Permit Application Form
One copy of the applicable Supplement Form(s) for each B1VIP
Permit application processing fee of 3420 (payable to NCDENR)
- Detailed narrative description of stormwater treatment/management
- Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none e.:dst
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VM 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): John L. i P & Associates P.A.
Mailing Address: P _ n. Rnx 1689
City: Jacksonville State: NC Zip: 28540
Phone: ( 910 ) 346-9800 Fax: ( 910 ) 346-1210
VEL APPLICANT'S CERTIFICATTON
I, (print or type name of person listed in General Information, item 2) Warren Bailey
certify that the ' d. n included on this permit application form is, to the best of my knowledge, correct and
that the proj in conformance with the approved plans, that the required deed restrictions
and prat ve cov will riled, and that the proposed project complies with the re ements of 15A
Nraturre:
.1000. l
5i Date:
Warren a4y, Manager
tee,
Form SwU-101 Version 3.99 Page 4 of 4

North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
William G. Ross Jr., Secretary
RECEIPT FOR CHECK RETURNED
Check #1008 in the amount of $2000.00 is being returned to:
Corral Group of Piney Green, LLC
P.O. Box 1685
Jacksonville, NC 28541
Ali�
NCDENR
The proper check amount of $4000.00 has been deposited for this project:
Golden Corral
Piney Green
The enclosed voided check is being returned on March 2, 2004. Also find enclosed a copy of
the Stormwater Express Review Timeline and the Express Review Application Fees
Cameron Weaver, 1-Stop Express Permitting Coordinator
'_Ake)1ke)� �Ci r- VV i n
res S ?ern ��, 1 r.
127 Cardinal Drive, Wilmington, North Carolina 28405
Phone: [phone] \ FAX: [phone] \ Internet: www.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER \ 50% RECYCLED \ 10% POST CONSUMER PAPER

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING -LAND PLANNING - MAPPING
CIVIL ENGINEERING
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, NC 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO Laurie Munn
N.C. Department of Environment
and Naturat Resources
127 North Cardinal Dri rp
Wilmington, NC 28405
WE ARE SENDING YOU
❑ DRAWINGS
❑ COPY OF LETTER
❑ ATTACHED
❑ PRINTS
❑ CHANGE ORDER
letter of transmittal
DATE JOB NO.
FeLruary 27, 2004
ATTENTION
Laurie Munn
RE:
Golden Corral Restaurant -The Corral Group
of Piney Green LLC
❑ UNDER SEPARATE COVER VIA
THE FOLLOWING ITEMS:
❑ PLANS ❑ SAMPLES ❑ SPECIFICATIONS
COPIES
DATE
NUMBER
DESCRIPTION
for FAST 'TRACK approval for Stormwater
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
13 For bids due
REMARKS

JOHN L. PIERCE & ASSQCIATES, P.A.
LAND SURVEYING -LAND PLANNING - MAPPING
CIVIL ENGINEERING
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, NC 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
To Ms. Linda Lewis
N.C.epartment of Environment
and Nam-Reseums
127 North Cardinal Drive
Wilmington, NC 28405
WE ARE SENDING YOU
❑ DRAWINGS ❑ ATTACHED
❑ COPY OF LETTER ❑ PRINTS
letter of transmittal
DATE JOB NO.
February 16, 2004
ATTENTION
Linda Lewis
RE:
Stormwater Project No. SW8 890306
❑ UNDER SEPARATE COVER VIA
❑ PLANS ❑ SAMPLES
❑ CHANGE ORDER ❑
THE FOLLOWING ITEMS:
❑ SPECIFICATIONS
COPIES
DATE
NUMBER
DESCRIPTION
Revised Sheet 2 of 4 of permit application
1
"Wet Detention Basin Supplement" Sheets 1-4 of 4
COPy of your letter dated 1 28iO4
D
Z0 44
BY:
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected _prints
❑ For review and continent
❑ For bids due
❑ Prints returned after loan to us
REMARKS Please give us a call should you
need any additional onal j_pfa=ntiop_
SIGNED (k

�OF wArF,QQ Michael F. Easley, Governor
O G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
� r
Alan W. Klimek, P.E.,Director
'C Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
January 28, 2004
Mr. Warren Bailey, President
Bailey and Associates, Inc.
PO Box 400
Jacksonville, NC 28540
Subject: Request for Additional Information
Stormwater Project No. SW8 890306 Modification
Piney Green Shopping Center
Onslow County
Dear Mr. Bailey:
The Wilmington Regional Office received a Stormwater Management Permit Application
for Piney Green Shopping Center on November 13, 2003. A preliminary review of that
information has determined that the application is not complete. As discussed over the
phone on the afternoon of January 28, 2004, since Bailey & Associates retains
ownership of the land and is simply leasing to the proposed Golden Corral restaurant,
this application is a modification to the existing project, and will require a new permit.
The following information is needed to continue the stormwater review:
1. Please complete Section 111.6 of the application on page 2, with the existing
built -upon areas that were permitted in 1989.. Please report all built -upon
areas in square feet on the application. ,
2. Please initial page 2, sign and execute the enclosed wet pond supplement.
The original certification of compliance had been erroneously issued to the
consultant, and I must re -issue a permit to the correct responsible party. I am
unable to issue the new permit without this completed form.
3. For your protection, please make sure that the lease agreement specifies the
responsibilities that The Corral Group of Piney Green, LLC, shares for
compliance with the stormwater permit issued to Bailey and Associates. They
would include, for example, a limitation on the built -upon area to what is
shown on the approved plans, a prorated share of the maintenance costs,
(included in the rent amount) and a -requirement to direct all runoff into the
permitted system.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to February
28, 2004, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]EP

Mr. Bailey
January 28, 2004
Stormwater Application No. SW8 890306 Mod.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
.information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
4-&
j "I
Linda Lewis
Environmental Engineer
RSS/arl:
S:\WQS\STORMWAT\ADDINFO\2004\890306MOD.jan04
cc:
Dave Newsom, P.E., John Pietce & Associates
Linda Lewis
Page 2 of 2

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING -LAND PLANNING - MAPPING
CIVIL ENGINEERING
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, NC 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO Ms. Linda Lewis
N.C. Department of Environment
and Natural Resources
ortti Ca-rdinal Drive
Wi 1 ington, NG 28415
WE ARE SENDING YOU
❑ DRAWINGS
❑ COPY OF LETTER
❑ ATTACHED
❑ PRINTS
❑ CHANGE ORDER
letter of transiltal
DATE JOB NO. - e
November 11
ATTENTION
Linda Lewis
RE:
Stormwater Permit #890306
Modification/The Corral Group of Piney GreenL
❑ UNDER SEPARATE COVER VIA
❑ PLANS ❑ SAMPLES
THE FOLLOWING ITEMS:
❑ SPECIFICATIONS
COPIES DATE NUMBER DESCRIPTION
2 Sets of pkffls
r
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due
REMARKS

Bailey A so iates Inc.
405-D Western Blvd.
P.O. Box 400
Jacksonville, N.C. 28541-0400
[phone]
TO: Dept. of Envir., Health & Nat. Res.
127 Cardinal Drive Extension
Wilmington, NC 29405
ATTENTION: Linda Lewis
WE ARE SENDING YOU M Attached ❑ Under separate cover via
LETTER OF TRANSMITTAL
DATE December 28, 1993 1
STORE NO.
RE
Piney Green Shopping Center
Stormwater Compliance Inspect. Report
❑ Shop drawings ❑ Prints ❑ Plans ❑ Sepias
❑ Copy of letter ❑ Submittals
...........................
following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
Z
Stormwater Compliance Inspection
with comments from Chris
THESE ARE TRANSMITTED as checked below:
Remarks
❑ For approval
❑ Approved as submitted
XM For your use
❑ Approved as noted
❑ As requested
❑ Returned for corrections
❑ For review and comment ❑
❑ Resubmit
❑ Submit
❑ Return
_ copies for approval
copies for distribution
corrected prints
❑ FOR BIDS DUE 19_ ❑ PRINTS RETURNED AFTER LOAN TO US
.4Lb E IVI BAILEY & ASSOCIATES, INC.
~n7 _.
Copy to Signed: Sylvia Elizalde for
IF ENCLOSURES ARE NOT AS NOTED, KINDLY NonFCrUalisO��her W. Bailey

.. N
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey, Jr., Secretary Regional Manager
May 5, 1991
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. Timothy M. Stewart, P.E.
James E. Stewart and Associates, Inc.
Post Office Drawer 976
Jacksonville, North Carolina 28541-0976
Subject: Request for CERTIFICATE OF COMPLETION
Engineered Stormwater System
Stormwater Project No. 890306
Piney Green Shopping Center
Onslow County
Dear Mr. Stewart:
On July 24, 1989, the Division of Environmental Management
issued you a Certification of Compliance with Stormwater
Regulations for the Piney Green Shopping Center. Stormwater
Regulation 15A NCAC 2H. 1003 (k) (3) stipulates the following:
Upon completion of construction, a registered
professional appropriate for the type of Stormwater system
designed must certify that the system was inspected during
construction and was constructed in substantial conformity
with plans and specifications reviewed by the division and
complies with the requirements of this Rule.
As of this date, our records indicate the required
engineer's certification has not been received. Operation of the
stormwater system prior to submission of the required
certification is in violation of NCAC 2H.1003(1) in accordance
with NCGS 143-215.3 and is subject to enforcement action pursuant
to NCGS 143-215.6. If construction of the subject project has
not been completed, please provide written notification to this
office which includes the present phase of construction and the
expected date of construction completion. Written notification
is required to be provided by May 26, 1991. If the facility has
been constructed and placed in operation, please submit the
required certification (attached) immediately. Construction is
considered "complete" at the time the project is occupied by an
owner or tenant for its intended use.
Continued
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr, Stewart
May 5, 1991
Page Two
--------------
If you have any questions concerning this matter, please
call me at [phone].
Sincerely,
Ms. Alexis I. Finn
Environmental Engineer
DA/aif: 890306.PE
cc: Alexis Finn
Wilmington Regional Office
Central Files

Engineers Certification
I, , as a duly registered
Professional Engineer in the State of North Carolina, having been
authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for the
hereby state that, to
(Project Owner)
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.
Signature
Registration Number
Date

-A SrATE
State of North Carolina
Department of Natural Resources and Community Development
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey, Jr., Secretary Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
July 24, 1989
Mr. Timothy M. Stewart, P.E.
James E. Stewart and Associates, Inc.
Post Office Drawer 976
Jacksonville, North Carolina 28541-0976
Subject: Certification of Compliance
with Stormwater Regulations
Project No. 890306
Piney Green Shopping Center
Onslow County
Dear Mr. Stewart:
The Wilmington Regional Office received the revised
Stormwater submittal for Piney Green Shopping Center on July 11,
1989. Based on our review of the project plans and
specifications, we have determined that the wet detention ponds
comply with the Stormwater Regulations set forth in Title 15 NCAC
2H. 1003(g)-2. This certification shall be effective from the
date of issuance until rescinded and the project shall be
constructed in accordance with the plans and specifications
subsequently filed with the Wilmington Regional Office.
Upon completion of construction and prior to operation of
the wet detention pond, a certification must be received from a
professional engineer certifying that the wet detention pond has
been installed in accordance with the approved plans and
specifications. The attached certification should be received by
this office within 30 days of completion of construction.
7225 Wrightsville Avenue, Wilmington, N.C. 28403-3696 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer
State of North Carolina
Department of Natural Resources and Community Development
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey, Jr., Secretary Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
July 24, 1989
Mr. Timothy M. Stewart, P.E.
James E. Stewart and Associates, Inc.
Post Office Drawer 976
Jacksonville, North Carolina 28541-0976
Subject: Certification of Compliance
with Stormwater Regulations
Project No. 890306
Piney Green Shopping Center
Onslow County
Dear Mr. Stewart:
The Wilmington Regional Office received the revised
Stormwater submittal for Piney Green Shopping Center on July 11,
1989. Based on our review of the project plans and
specifications, we have determined that the wet detention ponds
comply with the Stormwater Regulations set forth in Title 15 NCAC
2H. 1003(g)-2. This certification shall be effective from the
date of issuance until rescinded and the project shall be
constructed in accordance with the plans and specifications
subsequently filed with the Wilmington Regional Office.
Upon completion of construction and prior to operation of
the wet detention pond, a certification must be received from a
professional engineer certifying that the wet detention pond has
been installed in accordance with the approved plans and
specifications. The attached certification should be received by
this office within 30 days of completion of construction.
7225 Wrightsville Avenue, Wilmington, N.C. 28403-3696 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Timothy M. Stewart, P.E.
July 24, 1989
Page Two
If you have any questions concerning this matter, please
call Mark Hawes or me at [phone].
Sincerely,
A. Preston\Howard, Jr., P.E.
Regional Supervisor
i
APH:meh
Attachment
cc: Bill Mills
WiRO, CF

DIVISION OF ENVIRONMENTAL MANAGEMENT
Evaluation of Stormwater Treatment and Disposal System
Draining to Waters Other Than Class SA
PROJECT DATA
Project Name: Piney Green Shopping Center
Project No.: 890306
Location (County, Township/Municipality, Address):
Onslow County
Applicant Name: Tim Stewart, P.E.
Mailing Address: James E. Stewart and Associates, INC.
P.O. Drawer 976
Jacksonville, N.C. 28541
Submittal Date: July 11, 1989
Water Body Receiving Stormwater Runoff:
Name of Water Body: Mott Creek
Classification of Water Body: C
WET DETENTION POND
1. Yes No The design storage is for the runoff from all
impervious surfaces resulting from 1-inch of
rainfall and is located above the permanent
pool.
2. Yes No The permanent pool is designed for 85% TSS
removal.
3. Yes No The runoff completely draws down to the
permanent pool in 5 days, but not less than 2
days.
4. Yes No The mean depth of the permanent pool is a
minimum of 3 feet.
5. Yes No The inlet structure is designed to minimize
turbulence and short circuiting.
6. Yes No All overflow and discharge flows through a
vegetative filter at least 30 feet in length.
7. Yes No A method is used to provide even distribution of
runoff over the length of the vegetative filter.

8. Yes No
9. Yes No
10. Yes No
11. Yes No
The slope and width of the vegetative filter
provides non -erosive flow for the 10-year and
24-hour storm with a 10-year, 1-hour intensity.
The vegetative filter has a slope of 5% or less.
The vegetative filter is natural, grassed or
artificially planted wetland vegetation.
An appropriate operation and maintenance plan
has been provided for the system.
12. Yes No THIS PROJECT MEETS THE STORMWATER CONTROL
REQUIREMENTS OF 15 NCAC 2H. (g) , (i) , (j) , (k) ,
and (1) (For Yes, 1 through 11 must all be
circled Yes.)
Brief Explanation: The plan was revised to include a second
pond to help meet surface area requirements. The original pond
was reduced and deepened and is interconnected to the second
pond. The first pond will act as a forebay with the discharge
being located in the second pond. The revision is the result of
the drainage network being lowered to provide adequate groung
cover.
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF
Wilmington Regional Office
/ c
Date
G� � i i✓-X + 7 ��
Date
cc: Applicant/WiRO/Mills/CF
,C .--
Individual Pvaivaflng Form/Plans
Regional Wat`er.Quality Supervisor

WET DETENTION POND EVALUATION FORM
DATE: ALZA
PROJECT # : 9?030 ® �F.yn/w
PROJECT NAME: 1'-IAI
REVIEWER: h"15
ENGINEER:Q r -i- -Ass,
-Ti'
PHONE #:
NOTE:�71{5 fIVISIOAJ COiUSlSTS 'T/-1G` 1-1-6A))7-10A1 OF
Awz� Db�epewlIV, 1490v vcut ti f�c tic%
SITE DATA:
WATER BODY RECEIVING STORMWATER : MQ-rj' Cle6C-l{
CLASSIFICATION: C
( MUST BE CLASSIFIED OTHER THAN SA OR ORW FOR DISCHARGE)
PROJECT SITE AREA: S , f Y�5 (CALCULATED)
PROJECT SITE AREA:- . ( (Q / j�j ( SUBMITTAL )
% DIFFERENCE:
SITE AREA USED: RS, Cgs
IMPERVIOUS & PERVIOUS SURFACES DRAINING TO SYSTEM:
ROADS: AT C=
o . ,� ,
BUILDINGS: AT C=
OTHER:
AT C=
TOTAL DRAINAGE AREA: 6. (c, 6 1-c ec—.7,, AT C= l• 0
DETERMINE RUNOFF VOLUME:
V = DRAINAGE AREA x C x 1/12 ft.
1 " RUNOFF VOLUME: C , p

DETERMINE REQUIRED SURFACE AREA:
0
% TOTAL SUSPENDED SOLIDS REMOVAL:
DRAINAGE AREA: 4c y�'
% IMPERVIUOS : %Q(g©r
POND DEPTH: ee-- = OR > 3 FEET
SA/DA %: -�. 0 x�
SA = DA* ( SA/DA %)
REQUIRED SURFACE AREA:
SURFACE AREA FROM PLANS:
IS SURFACE AREA ADEQUATE: YES) OR
STORAGE VOLUME REQUIRED:
1 INCH RUNOFF VOLUME:
SURFACE AREA FROM PLANS :
DEPTH OF STORAGE = 1 INCH RUNOFF VOLUME
POND SURFACE AREA
DEPTH OF STORAGE REQUIRED:
IS ADEQUATE STORAGE VOLUME PROVIDED: YES OR NO
DETERICOME ORFICE SIZE FOR 2 - 5 DAY DRAW DOWN TIME:
TWO DAY FLOW = -1 INCH VOLUME
172,800 SEC
TWO DAY FLOW, Q2:
FIVE DAY FLOW = 1 INCH VOLUME
432,000 SEC
FIVE DAY FLOW, Q5:
TYPE OF DRAW DOWN STRUCTURE FROM
PLANS:
SIZE OF DRAW DOWN STRUCTURE:
EQUATION USED TO SIZE DRAW DOWN
STRUCTURE:

AVERAGE DRIVING HEAD:
AVERAGE FLOW, Q, FROM DRAW DOWN STRUCTURE:
IS Q5 < Q < Q2 : YES OR NO
TYPE OF ENERGY DISIPATER USED AT
INLET:
TYPE OF ENERGY DISIPATER USED AT
OUTLET:
VEGETATIVE FILTER ANALYSIS:
LENGTH:
SLOPE:
SOIL TYPE:
VEGETATION TO BE USED:
LOW RETARDANCE CLASS:
HIGH RETARDENCE CLASS:
MANNINGS ROUGHNESS FOR CHANNEL STABILITY:
MANNINGS ROUGHNESS AFTER STABILIZATION:
1ANNINGS ROUGHNESS FOR CHANNEL CAPACITY:
CHANNEL DEPTH:
< 5 %
SIDE SLOPES: < = 2:1
BOTTOM WIDTH:
VELOCITY FOR CHANNEL STABILITY:
AREA OF FLOW:
DEPTH OF FLOW:
IS VELOCITY LESS THAN THE MAXIMUM FOR THE GIVEN SOILS:
YES OR NO
IF YES THEN SELECT A TEMPORARY LINEAR AND RECALCULATE

TEMPORARY LINER CHECK
MANNINGS ROUGHNESS:
CHANNEL VELOCITY:
AREA OF FLOW:
FLOW DEPTH:
IS CHANNEL VELOCITY LESS THAN THE MAXIMUM FOR THE GIVEN SOIL:
YSS OR NO
IF YES THEN DETERMINE THE TRACTIVE FORCE OF THE CHANNEL AND THE
MAXIMUM FOR THE CHANNEL. SEE LAND QUALITY SEDIMENTATION AND
EROSION CONTROL MANUAL.CHAPTER 8.05
ALLOWABLE TRACTIVE FORCE FOR CHANNEL,Td:
DEPTH OF FLOW:
WEIGHT OF WATER: P.S.F
CHANNEL SLOPE: FT/FT
CALCULATED SHEAR STRESS(TRACTIVE FORCE), T:
IS T < = Td: YES OR NO
IF NO THEN CHOOSE A NEW LINER OR REDEFINE CHANNEL GEOMETRY.
CHECK CHANNEL AFTER STABILIZATION OF VEGETATION
MANNINGS ROUGHNESS:
CHANNEL VELOCITY, V:
AREA OF FLOW, A:
DEPTH OF FLOW, D:
CHANNEL VELOCITY MUST BE < MXIMUM FOR CHANNEL. IF NOT THE
REDESIGN CHANNEL.
DOES CHANNEL PROVIDE ADEQUATE V AND D: YES OR NO
CHECK CHANNEL FOR CAPACITY
MANNINGS ROUGHNESS:
CHANNEL VELOCITY. V:
AREA OF FLOW, A:
DEPTH OF FLOW, D:
TICiR.q C'NANNF.T. HAVE AnROTTATF DEPTH: YRS OR NO

NOTES:

I �
LETTER OF TRANSMITTAL
TO:
------Mr -lark- a---------------------------------
--____ni vi si nn_D%_Erlvi rQnmPntal Mann PmPnt_
-------72-2-5-Wrightsvi 11 e_95tenug----------------------
------lrlilmiia North_CaraLi.na__284D3------------
GENTLEMEN:
WE ARE SENDING YOU
❑ PRINTS
❑ COPY OF LETTER
DESCRIPTION:
® ATTACHED
❑ PLANS
❑ OTHER
ofam a & 19&mt and a4ull arm, eYfta
CONSULTING ENGINEERS AND LAND SURVEYORS
P. 0. DRAWER 976
JACKSONVILLE, NORTH CAROLINA 28541.0976
915-455-2414
Date: ---July_ 13,19$� ______________
Ann: -------------------------------
Ref: -___Piney_ Gr��n_,SYLQDD1 g_�enter
_
JESA Jab No. _S890104 _GO647
❑ UNDER SEPARATE COVER
❑ SPECIFICATIONS
----__TtaQ s2L cczgis� sx�YisssLa_9_4#�� _the_s'ths�v_e_r�f�renced_�rQject --------------
THESE ARE TRANSMITTED AS CHECKED BELOW:
E1,.FOR APPROVAL ❑ AS REQUESTED
❑ FOR REVIEW AND COMMENT ❑ FOR YOUR USE
❑ FOR BIDS DUE
❑ PRINTS RETURNED AFTER LOAN TO US
❑ OTHER
REMARKS ,
19___-__
24_inch oine_connection_of _R2z1 was left out on the plan _re -submitted Jules 7Z_198g.
-----------
----------------------------------------
Tim thy St war
COPIES TO: ____ Chris Bailey Project nag r
(FTATr
;-L-------------------
(If enclosures are not as noted, kindly notify us at once)
TMS/gsk
P. E.'
RECEIVED
JUL i " 1989
Wilmington Regional Office
hut#

RECEIVED
JUL 11 198�
LETTER OF TRANSMITT4mington Regional Office
DEM
TO:
Mr. Mark Hawes
- ---------------- ------------------------
Division o_T_nvironmentai Management
-------------------------------------------------------
7225_Wrightsville Avenue
- ---------------------------
Wilmin-g_toni_North Carolina _ 28403________________
GENTLEMEN:
WE ARE SENDING YOU
❑ PRINTS
❑ COPY OF LETTER
DESCRIPTION:
® ATTACHED
❑ PLANS
❑ OTHER
6amers 9 A~2t a�ad �ddooia�sa, ��ta,
CONSULTING ENGINEERS AND LAND SURVEYORS
P. O. DRAWER 976
JACKSONVILLE, NORTH CAROLINA 28541-0976
919-455.1414
Date: --- July 7, 1989 -----------------------------
Attn:
Ref: ____Piney Green
Additions Center
Additions - Stormwater
-------------------------------------
Detention Pond
-------- County,_ NC
JESA Jab No. _5890104 _G0641 _____-___
❑ UNDER SEPARATE COVER
SPECIFICATIONS
Two (2)_copies_of_revised _sheet 9 of_9_of-plans,_ty (:)_copies of7revised pales----_---
ENG 2-4 of:the -specifications;_ and _two-(2) copies-of,revised cover
----------------- ------------------------------
sheet all for the above referenced project.
-------------------------------------------------------------------------------------
THESE ARE TRANSMITTED AS CHECKED BELOW:
0 FOR APPROVAL ❑ AS REQUESTED
❑ FOR REVIEW AND COMMENT ❑ FOR YOUR USE
❑ FOR BIDS DUE
❑ PRINTS RETURNED AFTER LOAN TO US
❑ OTHER
REMARKS
19_--___
Please note the addition of,a pond east of.the existing sewage treatment plant. Additional
---surface area -was -required -because -the temporarystoragewas decreased
--------------------------------------
to-2-feet due to all of -the storm drain pipe being lowered. Please insert these into
---------------------------------------------------------------------------------------------
-- your -sets of_plans and specifications.
TimdthY S wart± , P.E.
COPIES TO: __ Chris_Baileg wL_Encl _ Project a r
CF(P), LAM
(If enclosures are not as noted, kindly notify us at once)
TMS/slr

K
SPECIFICATIONS
FOR
STORMWATER DETENTION POND
TO SERVE
PINEY GREEN SHOPPING CENTER ADDITIONS
ONSLGW COUNTY, NORTH CAROLINA
OWNERS:
BAILEY AND ASSOCIATES, INC.
JACKSONVILLE, NORTH CAROLINA
ENGINEER:
JAMES E. STEWART AND ASSOCIATES, INC.
P.Q. DRAWER 976
JACKSONVILLE, NORTH CAROLINA
MARCH 2, 1989
REVISED MARCH 9, 1989
REVISED JULY ?, 1989
I - A
r�1
s14
��••F oa l tit�e.'�yP�,

r
L
PINEY GREEN SHOPPINiG CENTER ADDITIONS
STORMWATER DETENTION PGND
SECTION IV - ENGINEERING CALCULATIONS
1. AREA
Impervious Area draining to pond ...................8.66 acres
2. PERMANENT POND SURFACE AREA
From Chart Appendix E from D.E.M. report 87-U5,
for IUU% impervious, 6.5' basin depth, SA/DA = 3.8%
8.66 acres x 3.8% = U.329 acres surface area required
Top of permanent pond elevation is 32.5
Area at 32.5 elevation = Pond #1 + Pond #2
= U.200 Ac. + U.147 Ac = 0.34? ac. provided
3. TEMPORARY DETENTION STORAGE VOLUME
1" x 8.66 acres = 8.66 in acres
8.66 in acres x 3.630 G.F. _ 31,436 C.F. Required
in acres
4. TEMPORARY DETENTION STORAGE HEIGHT
Assume 2.U' height
Area at 32.5 elevation = Pond #1
U . 2UU 'Ac .
Area at :�;4.5 elevation = Fond #1
U.238 Ac
+ fond 02 =
+ 0.147 Ac = U.347 Ac
+ Pond #2 =
+ 0.194 Ac = 0.432 Ac
Average area = 0.389 Ac.
Storage Height = U.381? Ac. x 2' Height = 33.926 C.F. Provided
Revised 7-7-8V

ENG-2
5. RELIEVE TEMPORARY STORAGE VOLUME IN 2 TO 5 DAYS
IQ = Cd A 12gh (orifice equation)
Q = 33,926 C.F. r 2 days = 0.20 CFS
Cd = 0.60
g = 32.2 f t/sec
h = 1.5 average height
i Solve for A, A = 0.0339 sq . f t = JT R�
IR = 0.1038 ft = 1.5 inch
Diameter = 2 1/2 inch
I Use 2 1/2-inch diameter orifice
I 6. SIZE INLET RISER PIPE AND OUTLET PIPES TO HANDLE 10-YR 1-HR STORM
I A. Storm Flow
Q = CiA
I A = 8.66 acres
C = 0.9 impervious areas
iio= 2.88 i n/hr
Q = 0.9 (2.88) 8.66 = 22.45 cfs
B. Inlet Riser Pipe
Assume 2.O1 water height before topping spillway (elevation 36.5),
Q = Cd A 2qh (orifice equation)
Cd = 0.6 (sharp crested weir)
H = 2.0
IQ = 22.45 CFS
Solve for A, A = 3.30 s. f ._ 1T R=
I R = 1.0 ft = 12 inches
Diameter = 24 inches
Use 1-24" pipe
L
REVISED 3-9-1989
LREVISED 7-7-89
L
L

ENG-3
C. Outlet Pipe
Use reference chart 5, Bureau of Public Roads Jan. 1963
ISetting invert of outlet pipe at 32.5 with spillway at 36.5
r Hw = 36.5 - 32.5 = 4.0
I
Diameter = assume 24"
Hw
D = 2
Entrance Type 1
From chart, 0 = 26 CFS
Use 1-24" pipe
7. 100-YEAR FLOOD
Q = Cia
C = 0.9
i„o = 4.15 i n./hr for 1 hr duration flood
A 8.66 Ac.
0 = 32 cfs
Design to handle 100-yr flood thru riser and outlet and spillway
prior to topping berms
Top of Berm = 36.5 + 0.5 = 37.0
A. Riser Weir.
0 = Cd A 29h
H = 2.5
A=%R`(24" pipe) = 3.14 sq. ft.
Cd = 0.6
0 = 24 CFS
B. Outlet Pipe
Use chart 5, Bureau of Public Roads, Jan 1963
I Hw = 37.0 - 32.5 = 4.5
Diameter = 24"
L Hw
D = 2.25
L From chart, Q = 28 CFS
REVISED 7-7-89
L

ENG-4
I
C, Spillway
IAssume 50 ft spillway
j 0 = GwLH*3/.2 (weir equation)
H = 0.5
L = 50
Cw = 3.0 (broad crested weir)
G = 53 CFS
Total capacity of outlet pipes and spillway = 28 + 53 = 81 CFS
L

State of North Carolina
Department of Natural Resources and Community Development
Wilmington Regional Office
James G. Martin, Governor
William W. Cobey, Jr., Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
March 14, 1989
Timothy M. Stewart, P.E.
James E. Stewart and Associates
P. 0. Drawer 976
Jacksonville, North Carolina 28541-0976
Dear Mr. Stewart:
Bob Jamieson
Regional Manager
Subject: Certification of Compliance
with Stormwater Regulations
Project No. 890306
Piney Green Shopping Center Additions
Onslow County
The Wilmington Regional Office received the Stormwater submittal for
Piney Green Shopping Center Additions on March 7, 1989. Based on our review
of the project plans and specifications, we have determined that the wet
detention pond complies with the Stormwater Regulations set forth in Title 15
NCAC 2H. 1003(g)(2). This certification shall be effective from the date of
issuance until rescinded and the project shall be constructed in accordance
with the plans and specifications subsequently filed with the Wilmington
Regional Office.
Upon completion of construction and prior to operation of the wet
detention pond, a certification must be received from a professional engineer
certifying that the wet detention pond has been installed in accordance with
the approved plans and specifications. The attached certification should be
received by this office within 30 days of completion of construction.
7225 Wrightsville Avenue, Wilmington, N.C. 28403-3696 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Timothy M. Stewart, P.E.
March 14, 1989
Page Two
If you have any questions concerning this matter, please call Mark Hawes
or me at [phone].
Sincerely,
Original Signed By
k PREATON HOWARD, .lR
A. Preston Howard, Jr., P.E.
Regional Supervisor
APH:trw
cc: Bill Mills
WiRO, CF

DIVISION OF ENVIRONLENTAL MANAGEMENT
Evaluation of Stormwater Treatment and Disposal System
Draining to Waters Other Than Class SA
PROJECT DATA
Project Name: Piney Green Shopping Center Additions
Project No. 890306
Location (County, Township/Municipality, Address):
Onslow County
Applicant Name: Tim Stewart
Mailing Address: James E. Stewart and Associates
P. O. Drawer 976
Jacksonville, NC 28541-0976
Submittal Date: March 7, 1989
Water Body Receiving Stormwater Runoff: Mott Creek
Name of Water Body:
Classification of Water Body: C
1. c_.ies,� No The design storage is for the runoff from all impervious
surfaces resulting from 1-inch of rainfall and is located above
the permanent pool.
2. es No The permanent pool is designed for 85% TSS removal.
3. es No The runoff completely draws down to the permanent pool in 5
days, but not less than 2 days.
4. es No The mean depth of the permanent pool is a minimum of 3 feet.
5. Yes No The inlet structure is designed to minimize turbulence and
short circuiting.
6. No All overflow and discharge flows through a vegetative filter at
least 30 feet in length.
7. Yes No A method is used to provide even distribution of runoff over
the length of the vegetative filter.
8. Yes No The slope and width of the vegetative filter provides
non -erosive flow for the 10-year and 24-hr storm with a 10
year, 1-hr intensity.

9. "� No The vegetative filter has a slope of 5% or less.
10. <S�a No The vegetative filter is natural, grassed or artificially
planted wetland vegetation.
11. es No An appropriate operation and maintenance plan has been provided
for the system.
12. i s-) No THIS PROJECT MEETS THE STORMWATER CONTROL REQUIREMENTS OF 15
NCAC 2H. (g), (i), (j), (k), and (1) (For yes, 1 through 11
must all be circled Yes).
Brief Explanation:
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF
Wilmington Regional Office
Date
Date
cc: Applicant/WiRO/Mills/CF
Indio dual Eva ating Form/Plans
Briginal Signed By
©;OMM SMIU1
Regional Water Quality Supervisor

Engineer's Certification
I, , as a duly registered Professional
Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time) the construction of the project,
for the
(Project)
hereby state that, to the best of my
(Project Owner)
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.
Signature
Registration Number
Date
0

ULTING ENGINEERS AND LAND SURVEYORS
LETTER OF TRANSMITTAL MAR 1 4 1989 P. 0. DRAWER 976
�dd JACKSONVILLE, NORTH CAROLINA 28541.0976
i# E Its 919-455-2414
PRo J &�CQ
TO: Date: __March_��_�9�Q---------------
Ann:
------------- ------------------
r. ar Hawes ----------------------------
_______ Ref: ___ PineX_GreerL-ShQppim,-,Center
-----
--------------------
Division of Environmental -Management--_________ ------- Add itio1L_s___ S_tQrmwALer
---------------------------
_ _ 7_22_5 Wrightsville _Avenue_
--_-Wilmington, North -Carolina -------------------- Onslow_CounLY-,_N.0ri1Carolina
MESA Jab No. S890104-GO647
�.: -------------------
GENTLEMEN:
WE ARE SENDING YOU [1 ATTACHEO.'!",'�, - ' is�: ❑ UNDER SEPARATE COVER
❑ PRINTS
❑ COPY OF LETTER
DESCRIPTION:
❑ PLANS"
❑ OTHER ____
❑ SPECIFICATIONS
_-- Two_(2)_ copies of revised Sheet 8_of_8 of flans; -two (2) copies of revised
-------- --------------------
--- �age _ENG _2 of_specification;_ and_two_(2) copies_of revised cover sheet all for the above
--------------------------------
_-_ referenced project._
THESE ARE TRANSMITTED AS CHECKED BELOW:
n FOR APPROVAL ❑ AS REQUESTED
❑ FOR REVIEW AND COMMENT ❑ FOR YOUR USE
❑ FOR BIDS DUE
❑ PRINTS RETURNED AFTER LOAN TO US
❑ OTHER
REMARKS
, 19
____Revised as_reguested_showin�_2_1/2" diameter orifice. Please insert these into
____Xour sets _of_vlans_and _specifications_
Timdthy M
COPIES TO: __Chri�_tLQy_wl_el4sures ____
CF (P) LAM (If enclosures are not as noted, kindly notify us

r
WET DETENTION POND
-I' es No The design storage is for the runoff from all
impervious surfaces resulting from 1-inch of
rainfall and is located above the permanent pool.
No The permanent pool is designed for 85% TSS removal.
Yes The runoff completely draws down to the permanent
pool in 5 days, but not less than 2 days.
� s:'
„�
4. No The mean depth of the permanent pool is a minimum of
3 feet.
5. r No The inlet structure is designed to minimize
turbulence and short'circuiting.
6. Y,e No All overflow and discharge flows through a
vegetative filter at least 30 feet in length.
7. Yes No A method is used to provide even distribution of
runoff over the length of the vegetative filter.
. De No The slope and width of the vegetative filter
provides non -erosive flow'for the 10-year 24-hr
storm with a 10 year, 1-hr intensity.
9. �� No The vegetative filter has a slope of 5% or less.
10. Y"es� No The vegetative filter is natural, grassed or
artificially planted wetland vegetation.
11.� No An appropriate operation and maintenance plan has
been provided for the system. — 1E,fx..7PoKS pv'
�W-c
12. Yes No THIS PROJECT MEETS THE STORMWATER CONTROL
REQUIREMENTS OF 15 NCAC 2H. (g), (i), (j), (k), and
(1) (For yes, 1 through 11 must all be circled yes).

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Page 1

VARIABLE SHEET
St Input Name
26.01
Q
V
A
D
5
Z
Wp
Rh
.006
S
.025
n
Output
Unit
Comment
------
----
FT-3/SEC
-------
PEAK FLOW RATE
3.3237608
FT/SEC
CHANNEL VELOCITY
7.8254728
FT-2
AREA OF FLOW
1.2510374
FT
DEPTH OF FLOW
SIDE SLOPE RATIO
12.758128
FT
WETTED PERIMETER
.61337155
FT
HYDRAULIC RADIUS
SLOPE
ZP'5� E 6r4u " ►- Etj C H O, ,,,,ROUGHNESS
COEFF.
Ef
Page 1

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St Input Name Output Unit Comment
26.01
Q
V
A
D
5
Z
Wp
Rh
.006
S
.035
n
FT-3/SEC
2.5824690 FT/SEC
10.071757 FT-2
1.4192785 FT
14.473857 FT
.69585853 FT
,�--uR LeY EEC ELS o-"
PEAK FLOW RATE
CHANNEL VELOCITY
AREA OF FLOW
DEPTH OF FLOW
SIDE SLOPE RATIO
WETTED PERIMETER
HYDRAULIC RADIUS
SLOPE
ROUGHNESS COEFF.
All'A 1
7;4�
Page 1

VARIABLE
SHEET
St Input
Name
Output
Unit
Comment
-- -----
26.01
----
Q
------
----
FT-3/SSG
-------
PEAK FLOW RATE
V
1.1751422
FT/SEC
CHANNEL VELOCITY
A
22.133492
FT-2
AREA OF FLOW
D
2.1039720
FT
DEPTH OF FLOW
5
Z
SIDE SLOPE RATIO
Wp
21.456389
FT
WETTED PERIMETER
Rh
1.0315572
FT
HYDRAULIC RADIUS
.006
S
SLOPE
.1
n
ROUGHNESS COEFF.
Page 1

VARIABLE SHEET
St Input
Name
26.01
Q
V
A
D
5
Z
WP
Rh
.006
S
.155
n ,C-- }
Output Unit
FT-3/SEC
.84594753 FT/SEC
30.746588 FT-2
2.4797818 FT
25.288911 FT
1.2158130 FT
Comment
PEAK FLOW RATE
CHANNEL VELOCITY
AREA OF FLOW
DEPTH OF FLOW
SIDE SLOPE RATIO
WETTED PERIMETER
HYDRAULIC RADIUS
SLOPE
ROUGHNESS COEFF.
C L qS---, F r i )zz)r� uc

erewait and dbacia&&. JWa
LETTER OF*NSMITM - O q CONSULTING ENGINEERS Arlo LAND SURVEYORS
D MAR 1989 P. O. DRAWER 976
0JACKSONVILLE, NORTH CAROLINA 28541.0976
MAR 71989 Wilmington R2gi l Df"A 919-455-1414
E Irl
TO: PROD . 0 30(p
Mr. Don Safrit
Divi
--------sio----n---of--Envir--------onmental-------Ma-----------------------
nagement--------_---
-----------------------------
___ 7225-Wrightsville-Avenue ----
---------------------
Wilmington, North Carolina 28403
GENTLEMEN:
WE ARE SENDING YOU
❑ PRINTS
❑ COPY OF LETTER
[I ATTACHED
❑ PLANS
❑ OTHER _________
Date: __ March_ ice__ 1989
----------
Attn: --------------------------------
Ref: ---
Additions _
_______ Onslow_CountyL North Carolina
JESA Job No. _ 5890104= G0647
❑ UNDER SEPARATE. COVER
0 SPECIFICATIONS
DESCRIPTION:
___Three (3)_sets_ofolans_(sheets_2_and 8 of_8)_and 3_copies-of_SDecifications
___for_ the above _referenced -protect.________________
-------------------------------
THESE ARE TRANSMITTED AS CHECKED BELOW:
n FOR APPROVAL
❑ FOR REVIEW AND COMMENT
❑ FOR BIDS DUE --------------------
❑ PRINTS RETURNED AFTER LOAN TO US
❑ OTHER ---------------------------
REMARKS
❑ AS REQUESTED
❑ FOR YOUR USE
Timothy M. Atejaart, P.E.
COPIES TO: ---------------------
Chris Ba i ley (If enclosures are not as noted, kindly
TMS/slr
us at once)
19

r
DIVISION OF ENVIRONMENTAL MANAGEMENT
Evaluation of Stormwater Treatment and Disposal System
Draining to Waters Other Than Class SA
PROJECT DATA
Project NameJPI�V\r\- �jre.ey\ S\A�%r��rilvcrProject No.
Location (County, Township/Municipality, Address):
CA15L W CDUNTy
Applicant Name: T1r,►� S'CE*� -� `�""' £ . 5+c•c� A-
Mailing Address :-�'.o.-b,r,4„N P, r "l`r
%3 e. Z Shct-o�Z�
Submittal Date: 7 AA4RC-# t%?
Water Body Receiving Stormwater Runoff:
Name of Water Body:
Classification of Water Body:
WET DETENTION POND
1. Yes No The design storage is for the runoff from all
impervious surfaces resulting from 1-inch of
rainf all and is located above the permanent pool.
2. Yes No The permanent pool is designed for 85% TSS removal.
3. Yes No The runoff completely_draws down to the permanent
pool in 5 days, but not'less than 2 days.
4. Yes No The mean depth of the permanent pool is a minimum of
3 feet.
5. Yes No The inlet structure is designed to minimize
turbulence and short circuiting.
6. Yes No All overflow and discharge flows through a
vegetative filter at least 30 feet in length.
7. Yes No A method is used to provide even distribution of
runoff over the length of the vegetative filter.
8. Yes No The slope and width of the vegetative filter
provides non -erosive f low for the 10-year 24-hr
storm with a 10 vear, 1-hr intensity.

9. Yes No The vegetative filter has a slope of 5% or less.
10. Yes No The vegetative filter is natural, grassed or
artificially planted wetland vegetation.
11. Yes No An appropriate operation and maintenance plan has
been provided for the system.
12. Yes No THIS PROJECT MEETS THE STORMWATER CONTROL
REQUIREMENTS OF 15 NCAC 2H. (g), (i), (j), (k), and
(1) (For yes, 1 through 11 must all be circled yes).
Brief Explanation:
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF
Wilmington Regional Office
Date
Date
cc: Applicant/WiRO/Mills/CF
Individual Evaluating Form/Plans
Regional Water Quality Supervisor

SPECIFICATIONS
FOR
STORMWATER DETENTION POND
TO SERVE
PINEY GREEN SHOPPING CENTER ADDITIONS
' ONSLOW COUNTY, NORTH CAROLINA
I
f
OWNERS:
BAILEY AND ASSOCIATES, INC.
JACKSONVILLE, NORTH CAROLINA
RECEIVED
MAR - 6 i5r�
Wilmington Regiomal aff1td
nc�t
�} ECEIV
DD
MAR 1 1989
0 E ivI
ENGINEER:
JAMES E. STEWART AND ASSOCIATES, INC.
P.O. DRAWER 976
JACKSONVILLE, NORTH CAROLINA
MARCH 2, 1989
t\
c- SE AL :z
14575

PINEY GREEN SHOPPING CEKIr ER ADDITIONS
STORMWATER DETENTION POND
I. GENERAL REQUIREMENTS
1. SUMMARY OF WORK
2. FIELD ENGINEERING
3. SUBMITTALS
4. TESTING LAB SERVICES
5. INSPECTIONJCERTIFICATION
6. GUARANTEE
I1. SITE WORK
1. CLEARING AND GRUBBING
2. EXCAVATION AND GRADING
3. DEWATERING
4. BACKFILL
5. PIPING SYSTEM
6. GRASSING
7. EROSION AND SEDIMENT CONTROL MEASURES
III. OPERATION AND MAINTENANCE
IV. ENGINEERING CALCULATIONS

SECT I ON I
GENERAL REQUIREMENTS
L

GENERAL REQUIREMENTS
SECTION I
1. SUMMARY OF WORK
The CONTRACTOR for this section shall furnish all materials,
supplies, equipment, labor, tools and all other incidentals
necessary to construct the Stormwater Detention Pond and
appurtenances, complete, and ready for use, as shown on the
plans and as enumerated herein.
Work necessary for the construction of the Stormwater Pond
includes but is not limited to clearing and grubbing, dewater-
ing, excavation, backfill, install piping system, grassing, and
erosion control as shown on the plans and as outlined herein-
after.
2. FIELD ENGINEERING
A. OWNER will establish base lines for the Project and two
bench marks for use by the CONTRACTOR. OWNER will fur-
nish boundary surveys if required.
B. CONTRACTOR shall:
1. Develop and make all detail surveys and measurements
needed for construction including slope stakes, batter
boards, and all other working lines, elevations and
cut sheets.
2. Be solely responsible for all locations, dimensions
and levels. No data other than written orders of the
ENGINEER shall justify departure from the dimensions
and levels required by the Drawings.
3. Safeguard all points, stakes, grade marks, monuments
and bench marks made or established on the Work, re-
establish same if disturbed and rectify all Work
improperly installed because of not maintaining, not
protecting or removing without authorization such
established points, stakes, marks and monuments.
4. When requested by ENGINEER, provide such facilities as
may be necessary for ENGINEER to check line and grade
points placed by CONTRACTOR. Where applicable,
CONTRACTOR shall do no excavation or embankment work
until cross --sectioning necessary for determining pay
quantities has been completed and checked by ENGINEER.
3. SUBMITTALS
The CONTRACTOR shall submit a minimum of three (3) copies of
all submittals, of the various materials and products, to the
ENGINEER for approval. Of these, one (1) copy will be returned
to the CONTRACTOR.

UR-2
Each set of submittals shall include but not be limited to:
1. Drawings showing all dimensions units and locations of all
other accessory equipment, including a piping layout.
2. All technical information needed by the ENGINEER to deter-
mine if the proposed equipment meets the plans and specifi-
cations.
4. TESTING LAB SERVICES
A. General: Testing of materials, testing for moisture con-
tent during placement and compaction of fill materials,
and of compaction requirements for compliance with tech-
nical requirements of the specifications shall be per-
formed by a ,testing laboratory.
B. Testing Services:
1. Test the CONTRACTOR'S proposed materials in the lab-
oratory and/or field for compliance with the speci-
fications.
2. Perform field moisture content and density tests to
assure that the specified compaction of backfill
materials has been obtained.
3. Report all test results to the ENGINEER and the
CONTRACTOR.
C. Authority and Duties off Testing Agency: Technicians re-
presenting the testing laboratory shall inspect the mate-
rials in the field and perform tests, and shall report their
findings to the ENGINEER and the CONTRACTOR. When the ma-
terials furnished or work performed fails to fulfill speci-.
fication requirements, the technician will direct the at-
tention of the ENGINEER and the CONTRACTOR to such failure.
The technician shall not act as foreman or perform other
duties for the CONTRACTOR. Work will be checked as it
progresses, but failure to detect any defective work or
materials shall not in any way prevent later rejection
when such defect is discovered, nor shall it obligate the
ENGINEER for final acceptance. 'technicians are not au-
thorized to revoke, alter, relax, enlarge, or release any
requirements of the specifications, nor to approve or
accept any portion of the work.
D. Responsibilities and Duties of CONTRACTOR: The use of
testing services shall in no way relieve the CONTRACTOR
of his responsibility to furnish materials and construc-
tion in full compliance with the drawings and specifica-
tions.

UR-3
To facilitate testing services, the CONTRACTOR shall:
I. Secure and deliver to the testing agency, without cast,
preliminary representative samples of the materials he
proposes to use and which are required to be tested.
2. Furnish such casual labor as is necessary to obtain and
handle samples at the project or at other sources of
material.
3. Advise the testing agency sufficiently in advance of
operations to allow for completion of quality tests
and for the assignment of personnel.
5. INSPECTION/CERTIFICATION
James E. Stewart and Associates, Inc., as ENGINEER, will provide
inspection throughout the performance of this Contract. All di-
rectives issued to the CONTRACTOR will be through the ENGINEER
and direct contact will generally not occur between the OWNER and
the CONTRACTOR. Inspections will be made periodically or on a
full time basis as the work progresses to insure compliance with
these specifications and with the specification requirements
shown on the plans. When requested by the ENGINEER, CONTRACTOR
shall provide his services to insure to the ENGINEER'S satisfac-
tion that all dimensions, lines and grades are as designed. In
order for the ENGINEER to adequately inspect and approve this
construction, testing services shall be provided by an approved
testing laboratory.
6. GUARANTEE OF WORK
A. Except as otherwise specified, all work shall be guaranteed
by the CONTRACTOR and his sureties against defects resulting
from the use of faulty or inferior materials, equipment, or
workmanship for 12 months from the date of final completion
of the work as signified by acknowledgement of receipt of
Final Payment by the CONTRACTOR.
B. If, within any guarantee period, repairs, or changes are re-
quired in connection with guaranteed work, which, in the opin-
ion of the ENGINEER, are rendered necessary as the result of
the use of materials, equipment, or workmanship, which are
inferior, defective, or not in accordance with the terms of
the CONTRACT, the CONTRACTOR shall, promptly upon receipt of
notice from the OWNER, and without expense to the OWNER:
1. Place in satisfactory condition, in every particular,
all of such guaranteed work.
2. Correct all defects therein.
L.

GR-4
3. Make good all damage to the site, which in the opinion
of the ENGINEER, is the result of the use of materials,
equipment, or workmanship which are inferior, defective,
or not in accordance with the terms of the CONTRACT.
4. Make good any work or material, or the equipment and
contents of said building site, disturbed in fulfilling
any such guarantee.
C. If in fulfilling the requirements of the CONTRACT or of any
guarantee embraced therein or required thereby, the CONTRAC-
TOR disturbs any work guaranteed under another CONTRACT, he
shall restore such disturbed work to a condition satisfactory
to the ENGINEER, and shall guarantee such restored work to
the same extent as it was guaranteed under such other CON-
TRACT.
D. If the CONTRACTOR, after notice, fails to proceed promptly
to comply with the terms of the guarantee, the OWNER may
have the defects corrected and the CONTRACTOR and his Surety
shall be liable for all expenses incurred.
E. All special guarantees applicable to definite parts of the
work that may be stipulated in the specifications or other
papers forming a part of the CONTRACT shall be subject to
I the terms of this section during the first year of the life
of such special guarantee.
I

SECTION II
SITE WORK
L

SITE WORK
SE C:T 1 ON 1 1
I. CLEARINU AND GRUBBING:
Clearing shall consist of the cutting, removal, and satisfac-
tory disposal of all trees, down timber, projection roots,
stumps, lap wood rubbish, trash, and all other objectionable
material within the construction limits as directed. Any spe-
cific trees or shrubs designated to be saved by the OWNER shall
be protected from injury during construction.
Grubbing shall consist of the excavation, removal, and disposal
of all stumps, roots, logs, and other perishable and objection-
able material within the construction limits as directed.
All clearing and grubbing shall be accomplished in such a manner
as not to injure or destroy any merchantable timber or other
property on land adjacent to the project site.
Before any burning of debris shall occur, CONTRACTOR shall con-
tact OWNER and ENGINEER for permission and location and CONTRAC-
TOR will be required to secure ANY and ALL burning permits re-
quired. All perishable material shall be burned in such a man-
ner as not to injure trees or shrubs outside the project site or
any tree or shrub designated to be saved. Any material that can-
not be completely burned will be removed and disposed of at an
off -site location at the expense of the CONTRACTOR.
2. EXCAVATION AND GRADING:
All grading and excavation shall be in accordance with typical
dimensions and cross -sections shown on the plans and specifica-
tions contained herein.
During excavation all topsoil suitable for reuse shall be stock-
piled in an area' designated by the OWNER. All soils. suitable for
reuse as backfill material shall be stockpiled in a separate area
designated by OWNER. All soils unsuitable for reuse shall be
stockpiled n a separate location as designated by the OWNER. Ser-
vices of a testing laboratory shall be used to determine which
soils are best suitable for reuse as backfill.
In areas requiring backfill to construct the pond dikes, a mini-
mum of 12-inches of topsoil and subsoil stripping shall occur
prior to the commencement of backfill.
S. DEWATERING:
I. The CONTRACTOR shall provide and maintain adequate dewater-
ing equipment to remove and dispose of all surface and
ground water entering excavations, trenches, or other parts
of the work. Each excavation shall be kept dry during sub-

SW-2
grade preparation and continually thereafter until the struc-
ture to be built, or the pipe to be installed therein is
completed to the extent that no damage from hydrostatic pres-
sure, flotation, or other cause will result.
A. The working areas on the site (exclusive of sediment
entrapment devices) shall be kept free of surface water
at all times. The CONTRACTOR shall install drainage
ditches and dikes and shall perform all pumping and
other work necessary to divert or remove rainfall and
all other accumulations of surface water from the exca-
vations and fill areas. The diversion and removal of
surface water shall be performed in a manner that will
prevent the accumulation of water behind temporary struc-
tures or at any other locations within the construction
area where it may be detrimental.
8. Water used for working or processing, resulting from
dewatering operations, or containing oils or sediments
that will reduce the quality of the water downstream of
the point of discharge shall not be directly discharged.
Such waters shall be diverted through a settling basin
or filter before being discharged.
C. The CONTRACTOR is responsible for the condition of any
pipe, conduit or channel which he may use for drainage
purposes and all such pipes, conduits'or channels shall
be left clean and free of sediment.
2. The CONTRACTOR shall provide, install, and operate suffi-
cient trenches, sumps, pumps, hose, piping, wellpoints,
deep wells, etc., necessary to depress and maintain the
ground water level below the base of the excavations during
all stages of construction operations. The ground water
table shall be lowered in advance of excavation and main-
tained two feet below the lowest subgrade excavation made
until the structure has sufficient strength andd weight to
withstand horizontal and vertical soil and water pressures
from natural ground water. The system must be operated on
a 24-hour basis and standby pumping facilities and personnel
shall be provided to maintain the continued effectiveness
of the system. I f , in the opinion of the ENGINEER, the
water levels are not being lowered or maintained as required
by these specifications, the CONTRACTOR shall install addi-
tional or alternate dewatering devices as necessary, at no
additional cost to the OWNER.
4. BACKFILL:
After completion of stripping the area to receive embankment
backfili and compaction, the CONTRACT UR shall place compacted
backfill to construct the dikes for the stormwater pond in ac-

SW-3
cordance with typical dimensions and cross -sections shown on
the plans and requirements contained in the specifications
herein.
Any soft areas of subgrade containing unsuitable, wet or
yielding material not readily capable of site compaction shall
be removed and replaced with compacted select borrow material.
Services of a testing laboratory shall be used to determine
which soils are suitable as select borrow material.
All fill shall be placed in horizontal loose lifts not exceed-
ing 8-inches in thickness and shall be mixed and spread in a
manner assuring uniform lift thickness after placing. Each
lift shall be compacted by not less than two (2) complete
coverages of the specified compactor. The compaction of the
complete area of the backfill shall have a minimum compacted
density of 95 percent as obtained by test procedures in
ASTM D 1557 (modified proctor). Services of a testing laboratory
shall be required to provide the CONTRACTOR with the required
compaction density results to insure compliance with the
above required compaction density.
No fill material shall be placed when free water is standing
on the surface of the area where the fill is to be placed. No
compaction of fill will be permitted with free water on any
portion of the fill to be compacted. No fill shall be placed
or compacted in a frozen condition or on top of frozen material.
Any fill containing organic materials or other unacceptable
material previously described shall be removed and replaced with
approved fill material prior to compaction.
Each lift of compacted fill shall be compacted by the designated
number of coverages of all, portions of the surface of each lift
by a smooth -drum vibratory roller for granular material having
a static weight not less than 5,500 pounds, a sheepsfoot roller
for cohesive material exerting a pressure of 250 psi on the sur-
face of the feet, or equivalent equipment approved by the
ENGINEER prior to commencement of the work. One coverage is de-
fined as the condition obtained when subjected to the direct
contact of the compactor. The compactor shall be operated at
a forward speed not exceeding 40 feet per minute.
In some areas where soft soils are removed, it may be difficult
to properly compact the first lift or two on the base of the
undercut area. If the base is excessively wet, a working mat
of compacted crushed stone shall be placed prior to placement
and compaction of the fill.
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SW-4
5. PIPING SYSTEM:
A. GENERAL:
'The piping system required shall be constructed and installed
as shown on the plans and as further described herein. The
stormwater pond piping system shall include but not be limited
to one 24-inch outlet pipe, one 24-inch riser pipe, one trash
rack, an anti -seep plate and all appurtenances required for a
complete installation.
B. PIPING:
'The piping included shall be to the diameters and lengths
shown on the plans. These pipes shall be fabricated of
corrugated aluminum made from alloys of ALCAD 3004 or 5052.
They shall be helically corrugated Corlix as manufactured by
Kaiser Aluminum or an approved equal.
All welding required shall be done in the factory. The units
shall arrive to the site ready for installation. Flanges
shall be welded to the pipes for easy connections in the field.
'The flanges shall be bolted together using 3/8-inch stainless
steel bolts, nuts, and washers and using 3/16-inch neoprene
gaskets.
A trash rack shall be provided to the dimensions shown on the
plan. The trash rack shall include an aluminum grate top with
1/2-inch openings welded to the top.
An aluminum anti -seep plate shall be provided and installed
per the dimensions and locations shown on the plans.
6. GRASSING•
A. DYKES AND EMBANKMENTS:
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'The CONTRACTOR after grading and shaping the dikes and remaining
areas as shown on the plans, shall furnish labor, tools and
equipment to till and seed any and all areas, as outlined here-
inbefore under site work.
The entire area shall be given one application of agricul-
tural lime at the rate of 2,UUU pounds per acre; super phosphate
at 500 pounds per acre; a 12-4-8 grade fertilizer at the rate
of 600 pounds per acre, all harrowed to a point that it is
thoroughly mixed with the soil. The Contractor shall then
furnish and sow, Rebel Fescue seed, at the Pate of 100 pounds
per acre mixed with 25 pounds per acre of Bermuda.
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7.
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A suitable cover of straw mulch shall be placed at a rate of
1.5 to 2 tons per acre on the entire area following the sowing
operation. The CONTRACTOR shall then wet down the entire area
to prevent the straw mulch from blowing away and to assist in
earlier germination. In the case of extreme slopes, the straw
mulch shall be stabilized by the application of an asphalt or
other approved binding material.
The Contractor shall guarantee
entire area. A stand of grass
when cover is at least 95%.
B. Veoetative Filter and Spillway:
a full stand of grass over the
shall be considered acceptable
A vegetative filter will be provided to the dimensions shown
on the plans at the outlet of the piping system. The filter
shall consist of Reed Canarygrass which shall be sown at a
rate of 40 pounds per acre. The Canarygrass should be sown
during the months of August to September or February to April.
During other periods of the year it shall be sown with rye grass
at the rate of 60 pounds per acre to guarantee a stand until
such periods of the year when the Reed Canarygrass can be sown.
The soil preparation of limes, super phosphates and fertilizers;
the placement of a mulch cover and the guarantee of a stabilized
stand shall be as previously specified.
To aid in control of erosion and to aid in germination, a biode-
arad :bl a rc-tec t i e mat sha l t~. 1 be placed and anchored overthe
prepared soils and crass seed! ings. The protective mat shall
be the Curlex Excelsior Blankets as manufactured by American
Excelsior Company or an approved equal. The Excelsior Blanket
shall be anchored as recommended by the manufacturer.
The spillway and its backslope and outfall shall also receive
the Excelsior Blanket to aid in erosion control and germination.
The spillway shall receive the same grass covering asIspecified
for the entire dike and embankments.
EROSION AND SEDIMENT CONTROL MEASURES'
A. NARRATIVE REPORT:
The CONTRACTOR'S attention is called to the Narrative Report on
Erosion and Sediment Control Measures, for Piney Green Shopping
Center Additions, as prepared by dames E. Stewart and Associates,
Inc. The "Narrative Report" will generally govern the basic work
to be provided for the erosion and sediment control measures and
seeding and grassing.
The ENGINEER may direct minor changes in the shape, sizes,
dimensions or materials for the construction of erosion and
sediment control facilities from those specified in the "Narrativ
Report".
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SW-6
B. LOCATIONS:
The erosion and sedimentation control measures shown on the plans,
as specified herein and within the "Narrative Report", indicate
the approximate locations of those measures on the basis of the
existing topography within the area or on the basis of the pre—
determined need for any specific area. Upon commencement of the
operations in those areas where measures are proposed, the ENGINEER
may make minor adjustments in location. The CONTRACTOR should
generally not install any of the measures in a specific location
until general direction is given by the ENGINEER. Upon direction
by the ENGINEER, the CONTRACTOR shall install such measures in a
reasonable and timely manner.
C. VIOLATIONS:
It will be the CONTRACTOR'S responsibility to provide the erosion
and sediment control measures as shown on the plans or as other—
wise specified in the Contract Documents or as directed by the
Engineer. The CONTRACTOR is cautioned that these facilities will
be installed as directed by the ENGINEER during the construction
process. Any citations, penalties, or fines issued by the N.C.
Department of Natural Resources and Community Development or any
other agency resulting from negligence or the CONTRACTOR not
providing the specified facilities will be the sole responsibility
of the CONTRACTOR and the CONTRACTOR shall hold James E. Stewart
and Associates, Inc., its authorized representatives and Bailey
and Associates, Inc., harmless from any resulting damages or fines.
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SECTION III
OPERATION AND MAINTENANCE
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L.
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OPERATION AND MAINTENANCE
SECTION III
To assure that the stormwater pond operates as it was designed,
proper maintenance of the stormwater pond and all appurtenances
are necessary. Bailey and Associates, Inc., as OWNER, will
be responsible for proper maintenance of the pond. The following
list is a guideline to help the OWNER properly maintain this
system.
1. To assure that the pond will not fill with sediment during
the construction period of the shopping center, it is
imperative that the erosion and sediment control measures
designed be installed and maintained properly to prohibit
any sediment from entering the pond until stabilization of
the entire site has occurred.
I Grassing requirements should be followed strictly and a
stand of grass shall be provided within 30 days to stabilize
the dike and embankments and assure minimal erosion.
Rip rap structures should be installed and maintained as
shown and described in the plans and the erosion and sedimen-
tation control "Narrative Report° to help reduce erosive
velocities of stormwater encountered.
Once stabilization has occured these items should be checked
on a monthly basis and properly repaired should any damage
occur.
2. A pumping system will be required to drain the pond for
maintenance. Bottom of pond elevations should be checked
every year to determine the amount of 1sediment build-up.
If sediment build-up is greater than one foot, the pond
should be drained and excavated to the original pond
bottom elevation.
3. The riser pipe, trash rack and small orifice opening should
be checked every month to assure no clogging of the system
or damage to the system has occurred. The trash rack screen
and small orifice should be cleaned monthly to assure proper
operation of the pond..
L4. Mow back slope of dam frequently enough to preclude growth of
trees which may result in soil piping along root channels.

SECTION IV
ENGINEERING CALCULATIONS
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PINEY GREEN SHOPPING CENTER ADDITIONS
STORMWATER DETENTION POND
SECTION IV --ENGINEERING CALCULATIONS
1. AREA
Impervious Area draining to pond ...................8.66 acres
2. PERMANENT POND SURFACE AREA
From Chart 3 — Appendix E from D.E.M. report 87-05,
for 100% impervious, 7.5' basin depth, SA/DA = 2.6%
8.66 acres x 2.6% = 0.225 acres surface area
Top of permannent pond elevation is 33.0
Area at 33.0 elevation = 0.23 acres
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3. TEMPORARY DETENTION STORAGE VOLUME
I" x 8.66 acres = 8.66 in acres
8.66 in acres x 3.630 C.F. = 31.436 C.F. Required
in acres
4, TEMPORARY DETENTION STORAGE HEjIUHT
Assume 3. V height
Area at 33.0 elevation = 0.230 Ac.
Area at 36.0 elevation = 0.2918 Ac.
Average area = 0.264 Ac.
Storage Height = 0.264 Ac. x 3' Height = 34,499 C.F. Provided

ENG-2
S. RELIEVE TEMPORARY STORAUE VOLUME IN 2 10 5 DAYS
IU = Cd A 2gh (orifice equation)
( 0 = 34,499 C.F. 2 days = 0.20 CFS
Cd = 0.60
g = 32.2 f t/sec _ z
Y
h = 1.5 average height
Solve for A, A = 0.043 sq.+t = iTR:
-T
j R= 0.124 f t = 1.5 inch
---
Diameter = 3.0 inch % BIC
IUse 3-inch diameter orifice
6. SIZE INLET RISER PIPE AND OUTLET PIPES TO HANDLE 25 YR 1 HR STORM
A. Storm Flow
Q = CiA
A = 8.66 acres
C = U.9 impervious areas
L = 3.38 in/hr
Q = 0.9 (3.35) 8.66 = 26.3 c f s
S. Inlet Riser ripe
i
Assume 3.01 water height before topping spillway (elevation 39.0)
[ Q = Cd A 29h (orifice equation)
Cd = 0.6 (sharp crested weir)
H = 3.0
Q = 26.3 CF S
Solve for A, A = 3.15 s.+.= -Tr Ry
H = 1.00 ft = 12 inches
Diameter = 24 inches
Use 1-24" pipe

kFJG-3
i
C. Outlet Nine
IUse reference chart 5, Bureau of Public Goads Jan. 1963
Setting invert of outlet wipe at 3:2-.0 with spillway at 39.0
i
Hw = 39.0 - 33.0 = 6.0
Diameter = assume 24"
Hw
D = 3
Entrance Type 1
From chart, 0 = 35 CFS
Use 1-24" pipe
7. 100-YEAR FLOOD
Q = Cia
C = 0.9
ii,o = 4.15 i n/hr for 1 hr duration flood
A = 8.66 Ac.
0 = 32 cfs
Design to handle 100-yr flood thru riser and outlet and spillway
prior to topping berms
Tap of Berm = 39.0 + 0.5 = 39.5
A. Riser Weir
U = Cd A 2gh
H = 3.5
A=11RIL(24" pipe) = 3.14 sq. ft.
Cd = 0.6
0 = 28 CFS
S. Outlet Pipe
Use chart 5, Bureau of Public Roads, Jan 1963
Hw = 39.5 - 33.0 = 6.5
Diameter = 24"
Hw
D = 3.25
From chart, U = 37 CFS
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EENG-4
C. Spillway
Assume 50 ft spillway
0 = CwLH*3/2 (weir equation)
H = 0.5
L = 50
Cw = 3.0 (broad crested weir)
0 = 53 CFS
Total capacity of outlet pipes and spillway = 28 + 53 = 81 CF'S

CONTRACTOR'S AFFIDAVIT AND FINAL RELEASE
This is to certify that
was the Contractor for
and has completed said Contract. This Contract with
(Owner) under which the work was performed was dated
Further, this is to certify that Payment
Request No. (Final) dated in the amount of
($ ) including retainage,
is acceptable and that, the Contractor will accept payment for the amount
as full and final settlement for said Contract, and thereby release the
Owner from further liability thereon.
Further, this is to certify that the work on said contract was completed
in strict compliance with the plans and specifications and that there
were no changes from the plans and specifications except as shown on the
accompanying "Record Drawings".
Further, this is to certify that all due and just claims for damages and
all due and just accounts for labor performed and materials furnished in
connection with the construction of the above project have been paid and
Ithat there are no liens of any kind against the construction.
Further, Affiant hereby agrees to correct or replace workmanship,
materials and equipment that may be found to be defective within
Imonths after (DATE) in accordance with provisions of
the Contract.
Further, Affiant hereby agrees that any obligation arising from the
Contractor's operation in connection with the above mentioned
construction project or any claims which may be presented or any suit
which may arise therefrom after this settlement will be borne by the
Contractor and the Owner is hereby held harmless therefrom.
CONTRACTOR:
BY:
TITLE:
DATE:
ATTEST:
L SEAL
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