SW8000647_Historical File_20040226

QF WATFR Michael F. Easley, Governor
`Q� QG. William G. Ross Jr., Secretary
� y North Carolina Department of Environment and Natural Resources
r
� `- Alan W. Klimek, P.E.,Directot
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality'
February 26, 2004
Mr. Jon T. Vincent, President
Gulfstream Foods of NC, Inc.
1508 Military Cutoff Road, Suite 302
Wilmington, NC 28403
Subject: Permit No. SW8 000647 Modification
Market Street Business
High Density Stormwater Project
New Hanover County
Dear Mr. Vincent:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Market Street Business on February 19, 2004. Staff review of the plans and specifications
has dehmnined 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 000647 Modification dated February 26,
2004, for the construction of Market Street Business.
This permit shall be effective from the date of issuance until February 26, 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,
V-
Rick Shiver
Water Quality Regional Supervisor
RSS/:lsm S:IWQSISTORMWATIPERMIT1000647MOD.feb04
cc: Mike Hoffer
New Hanover County Building Inspections
Beth E. Wetherill, New Hanover County Engineering
Division of Coastal Management
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] NMM

State Stormwater Management Systems
Permit No. SW8 000647 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELdPMENT
In accordance with the ovisions of Article 21 of apter 143, General Statutes of North
Carolina as amended, an other applicable Laws, Aules, and Regulations
GRANTED TO
Foods of NC, Inc.
Street Business
Hanover County
®I
construction, operation and m ' tenance of a w detention pond in compliance with the
provisions of 15A NCAC 2H 000 (hereafter re rred to as the "stormwater rules' and the
approved stormwater mans ent plans and specs cations and other supporting data as attached
and on file with and approv d by the Division of ter Quality and considered a part of this
permit.
This permit shall be effctive from the date of issuance until February 26, 2014, and shall be
subject to the follo 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 221,369 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans. The built -upon area for the future development is limited
to 90,000 square feet.
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.
0J

State Stormwater Management Systems
Permit No. SW8 000647 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
Gu S,tream Foods of NC, Inc.
Market Street Business
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as attached
and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until February 26, 2014, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only wrth 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
I
een designed to handle the runoff from 221,369 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans. The built -upon area for the future development is limited
to 90,000 square feet.
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

Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
State Stormwater Management Systems
Permit No. SW8 000647 Modification
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Market Street Business
SW8 000647 Modification
Application Date:
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.:
Buildings, sq. ft.:
Parking, sq. ft.:
Sidewalks, sq. ft.:
Future, sq. ft.:
Off -Site, 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:
Permitted Forebay Volume, cubic ft.:
New Hanover County
Mr. Jon T. Vincent
Gulfstream Foods of NC, Inc.
1508 Military Cutoff Road, Suite 302
Wilmington, NC 28403
February 19, 2004
Bradley Creek / Cape Fear
18-87-24-4-(1)
"SC HQW"
10.02
370,260
66,211
221,369
1,331
108,743
3,295
90,000
18,000
6.5
90% (no filter is required)
37.5
21,998@Permanent Pool
35,120
39.0
2.5" 0 (drawdown in 2-5 days)
21,764
r

State Stormwater Management Systems
Permit No. SW8 000647 Modification
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system, subject to
the following criteria:
a. The fountain 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 1/2
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 000647 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 into 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 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) which have jurisdiction.
5

State Stormwater Management Systems
Permit No. SW8 000647 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.
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 26th day of February 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
17)— C V A, AA—�nz�
Alan W. Klimek, P.E., hector
Division of Water Quality
By Authority of the Environmental Management Commission
ril

State Stormwater Management Systems
Permit No. SW8 000647 Modification
Market Street Business
Stormwater Permit No. SW8 000647 Modification
New Hanover 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 000647 Modification
Certification Requirements:
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. 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
New Hanover County Building Inspections

'OF F1
Date Received Fee Paid
Permit Number
10 2, 6 .3 00Cs 4 4/7 1 1
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Gulfstream Foods of NC Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Jon T. Vincent President
3. Mailing Address for person listed in item 2 above:
1508 Military Cutoff Road, Suite 302
City. Wilmington State: NC Zip: 28403
Telephone Number: 910-256-0101
4. Project Name (subdivision, facility, or establishment name —should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Market Street Business
5. Location of Project (street address):
5810 Market Street
City: Wilmington County: New Hanover
6. Directions to project (from nearest major intersection):
Approximately 350 if west from the intersection of US Hwy 17 and Cardinal Drive Extension
7. Latitude: N 340 00' 00" Longitude: W 770 52' 00" of project
8. Contact person who can answer questions about the project:
Name: Phillip Tripp Telephone Number: 91.0-763-5100
H. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal X Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. if this application is being submitted as the result of a renewal or modification to an existing permit, list
The existing permit number _SW8 000647 and its issue date (if known) 9/11/2000
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404//401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
stormwater detention pond
2.
Stormwater runoff from this project drains to the
Cape Fear
River basin.
3.
Total Project Area: 8.5 acres
4. Project Built Upon Area:
72 %.
5. How many drainage basins does the project have? 1
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.
Bain irif^rinatian
i rrsirAge Basin 1
Drainage Basin 2
Receiving Stream Name
Unnamed trib to Bradley Creek
Receiving Stream Class
SC HQW
Drainage Basin Area
436,471 sf
Existing Impervious * Area
18,000 sf
Proposed Impervious * Area
203,369 sf =6um dF ot t E
Impervious* Area (total)
51%
Impervious * Surface Area
Drainage Basin 1
Drainage Basin 2
On -site Buildings
1,331 sf
On -site Streets
-
On -site Parking
108,743 sf
On -site Sidewalks concrete
3,295 sf
Other on -site future
90,000 sf
Off -site
18,000 sf
Total:
E=221,369 sf
Z=
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas sidewalks, gravel areas, etc.
Form SW- 101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived?
3 residential lots @ 6,000 sf each = 18,000 sf
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
The following covenants are intended to ensure ongoing compliance with state stormwater managementpermit
number 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 square feet of any lot shall be covered by structures of impervious materials.
Impervious materials include asphalt, gravel, concrete, briar stone, slate or similar material but do not include wood
decking or the water sw face of swimming pools.
3. Swales shall not be filled in, piped or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior
to construction.
S. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SW-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 SW-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBNIITTAL 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.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form CDC~.
• One copy of the applicable Supplement Form(s) for each BMP CDC-
• Permit application processing fee of $420 (payable to NCDENR) C.
• Detailed narrative description of stormwater treatment/management _ f2 G
• Two copies of plans and specifications, including: � _D(—,
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
Revision number and date
Mean high water line
Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Tripp En ineering, P.C.
Mailing Address: 4t9 Chestnut Street
City: Wilmington State: NC Zip: 28401
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of
certify that the informati
that the project will be a
and protective covenant.
NCAC 2H .I OM.
Signature:
-son listed in General Information, item 2) Jon T. Vincent
included on th's permit application form is, to the best of my knowledge, correct and
*meted in co formance with the approved plans, that the required deed restrictions
ill be recor ed, and that the proposed project complies with the requirements of 15A
Date: / 7,(-1 j?
Form SWU-101 v Version 3.99 Page 4 of 4

Permit No. JgoOQ
(to be provided by DWQJ-�
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERT IIII APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name: Market Street Business
Contact Person: Phillip Tripp Phone Number: ( 910 )763-5100
For projects with multiple basins, specify which basin this worksheet applies to: 1
elevations
Basin Bottom Elevation
31.0
ft.
Permanent Pool Elevation
37.5
ft.
Temporary Pool Elevation
39.0
ft.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 21,998 sq.ft. (water surface area at the orifice elevation)
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA'
Diameter of Orifice
Design Rainfall
Design TSS Removal2
10.02 ac. (on -site and off -site drainage to the basin)
6.54 ac. (on -site and off -site drainage to the basin)
109,223 cu.ft. (combined volume of main basin and forebay)
35,120 cu.ft. (volume detained above the permanent pool)
21,764 cu.ft. (approximately 20% of total volume)
0.032 (surface area to drainage area ratio from DWQ table)
2.5 in. (2 to 5 day temporary pool draw -down required)
1 in.
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page I of 4

Footnotes:
1. When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2. In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BW manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a.requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
a L b. The forebay volume is approximately equal to 20% of the total basin volume.
c. The temporary pool controls runoff from the design storm event.
G d. The temporary pool draws down in 2 to 5 days.
NA e. If required, a 30-foot vegetative filter is provided at the outlet (include lion -erosive flow
calculations).
f. The basin length to width ratio is greater than 3: 1.
� g. The basin side slopes above the permanent pool are no steeper than 3: 1.
G L h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
e-- i. Vegetative cover above the permanent pool elevation is specified.
C 7G j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
<fJw 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as. a wet detention basin
' m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) ❑ does X does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate mariner and shall not be handled in a manner that will adversely impact water quality
(i.e. stockpiling near a •.,%ret detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4.875 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 37.5
Sediment moval El. 35.25 7 6 1 1
-- _ --- -- --- - - Sediment Removal Elevation 32.625 75 /°
Bottom evation �34.5
--------------------------------------�----------
Bottom Elevation 31.0 4,25
FORFMAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent possible.

7. °All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name:
Title:
Address:
Phone:
Signature: _
Date:
Note: The legal•]
a resident
i1
L
NC. Inc.
msible party should not be a homeowners association unless more than 50% of the lots have been sold and
subdivision has been named the president.
I, Della C. Baird , a Notary Public for the State of North Carolina ,
County of Pender , do hereby certify that Jon T. Vincent
personally appeared before me this day of September , 2003 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
O ;•�pTAq y
UBO
R COU
''''ill, � � I l I
SEAL
My commission expires October 15, 200E
Form SWU-102 Rev 3.99 Page 4 of 4

REVISIONS
N o.
NOTE: 1. SEWER GUARDS REQUIRED AT ALL MANHOLES. Dote Description By
STAINLESS STEEL SEWER GUARDS REQUIRED AT
R0 s e MANHOLES LOCATED IN TRAFFIC AREAS. LEGEND
2. 10' UTILITY EASEMENT PROVIDED ALONG THE - - - - <12 - - - EXISTING CONTOUR M
W E FRONTAGE " OF ALL LOTS. 42.0 "
S ' 3. SERVICES SHALL BE PERPENDICULAR TO MAIN x EXISTING SPOT ELEVATION
SIMPUN
1" 40' AND TERMINATE AT RIGHT OF WAY LINE. SERVICES
IN CUL-DE-SAC ARE REQUIRED TO BE hTP
„ , PERPENDICULAR OR MUST ORIGINATE IN MANHOLE ✓ PROPOSED SPOT ELEVATION
'A BAR SCALE 1 =40AND TERMINATE AT RIGHT OF WAY LINE.
4. ALL SERVICES TYING INTO DUCTILE IRON MAINS DROP INLET w/INLET PROTECTION 37 �8 36"F.E.S. INV. 33.64
SHALL BE CONSTRUCTED OF CLASS 50 D.I.P. 3 1 w/20'x2O'x24" E.D.
w 401 PROTECTO CERAMIC LINED. CURB INLET w/INLET PROTECTION ass
40' 20' 0' 40' 80' 120'
STORMWATER RUNOFF DIRECTION 3E 67
NOTE: ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS WITH THErc-)
CITY OF WILMINGTON TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL , :.... _, ....
A. :� � CONCRETE AREA
NOTE: PROJECT WILL COMPLY WITH CITY CROSS CONNECTION CONTROL REQUIREMENTS,
el 910-343-3910. IF WATER IS NEEDED FOR CONSTRUCTION CONTRACTOR SHOULD ° 1,:r.SITE DATA MAKE ARRANGEMENTS IN ADVANCE AS WELL AS PROVIDE A RPZ BACKFLOW (125) LANDSCAPING w/AREA �•
$6
TOTAL AREA 8.5 ACRES±
PREVENTION DEVICE BEHIND THE METER, 910-341-7805. o �$
LIMITS OF .DISTURBANCE .
VICINrT�TTr�t�J DEVELOPED AREA 7.2 ACkES± NOTE: ANY NATURAL VEGETATION IN BUFFER TO REMAIN UNDISTURBED AND
ITY ICI I � ZONING RI3 SWALE _
AUGMENTED TO MEET CITY OF WILMINGTON STANDARDS. '
NTS BUILDING AREA 1,330 SF TSF
NOTE: ALL ROOF DRAINAGE SHALL BE COLLECTED AND ROUTED TO DETENTION POND. x x TEMPORARY SILT FENCE 7P JOIN
NOTE: ALL TREES WITHIN THE BUFFER AREA SHALL BE SAVED AND PROPERLY ` NCDOT DI NO. 4
ASPHALT AREA 108,74:� SF PROTECTED THROUGHOUT CONSTRUCTION WITH ORANGE BARRICADE FENCING. RIM 38.25
CONCRETE AREA 3,200 SF EXISTING TREES ( INV 34.0
LANDSCAPING AREA REQUIRED: 8,699: SF NOTE: ALL EXISTING CULVERTS AND INLETS SHALL BE CLEANED TO PREVENT OBSTRUCTION.
:. 39.06
=TOTAL PARKING AREA x (8%)EXISTING TREES TO BE REMOVED
ri /f
LANDSCAPING AREA PROVIDED: 9,4651SF ARR Richard Mitchell,` etal 3 .17
RL -
(RETAIL) Db.1745, Pg.781 z z
0
DETENTION POND "Pottery Plus s
TOP OF BANK 41.0 27
CITY FLOOD POOL 40.0 - - - - - ( Overhead `f x°
w y
- Powerline m :: o z
STATE FLOOD POOL 39.0 - - - - - - - x 38.70
NORMAL POOL 37.5 189, x_.39a•3- x 38.83 (typ•) :::'IUJZ-
--37-138.76 x 38.53 38.50 x 38.71 . Existing u, :.::: NCDOT DI NO. 3
x 38.27 x-- 8 -
4 -
x 0 39 91 BOTTOM 31.0 x 8 81 - __ .._ x 8 58-- x 38.29 -- - - k -3-;38-= - 3�- Asphalt ,.. RIM 39.040.47 ''g"��"`_ -__ All, VNIN
-- -3��\ ` cP I ' x 39.31 - - Drive: INV 34.3N 2 W 10 _--- 40 ` �. x �s.6o - _ \\ _-- 40 --- _ _. 18 INV 7
T ® '-
_
V.
,
/,� ) - i REMOVE EXISTING F--i 42
i-
tREPAIR
I
TO �
9.• . \ ' ' �-- ,-� •.� .^, %`• � 7{�` MATCEH DRIVEWAY
EXISTING
-5�-
1 ..
F
O ETLANDS, A
8 E w
x 3A . J
40 XM, 7 , 6 �°j Gj / w
�`
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m�
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U. LLJ
o J' \ 7.73 (0 Z
oIc w
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e 0
39,20
' 41.32 `' '�' 1 \ '�-, . t sslo I CONDITIONS
Concrete., k/ s°;.<.. _ • --- /' S[fx4
RAM' U I 66 r,
h SR
4 V g . Dock ,�. „ W
404 ADINGb ,
... '�• • � • . • • . • • . ' . , ✓ � f XIST. 10 SS
I •
/Qj i
/ 1 q 43.19 i
41. q< .. ` e ; ELE� 3
..ARE
'O. �� _
1 / Cana e 1• W
0�, rr�40.10FI
-- I 18 RCP
RGENCY SPILLW / �, :Furnitur ',Foie, ;Inc.'. �- 5) 485) Concrete �' W: :�
2� / �' • . Slab ( ® NCDOT Di N0. 2 ,e"-a
INT�•.' g 4 /
�• -T
RIM 39.5
92INV
$� 6' r et ree 0 40.57
4 4
• '11 ii + \ \ •' �� -1-8 - SDMH N0. 5 CI N 4 (� 18"RCP
! ./� / RIM 41. I SIDEWALK 0
OLf ET STRUCTURE; FE
IDEWA
• W
r E DETAIL B v. \ 24' 9 �0 9! 4 fog
I P-4
TSF ----- x l r'P. Q s I .. :: Cl NO. 5
t ( __ x B % O 4 ( 4- RIM 40.5 Z
la
,,• .<. , \ l F� CI N0. 2 G L INV 38.1
3, :W CP 40 _. ` \� 9 LF
40, \ � 0.5 _ 9 RO {: ::: TEMPORARY GRAVEL , � 0
--- - � Q F 1 1 :. CONSTRUCTION ENTRANCE
/ SDMH iQO. 4 37.5 �- :? ..:. "�a
36"F.E.S. 36. - A� x 40 RIM 41.0 " 4r• „ 6 r- -� (22 -
,3 ( -,. - _ _.._ .� 2 4 4r � �-' �::. REMOVE EXISTING
,n. u 10 LANDSCAPE EASE r, --j W :. .... F
.. w x15 x , E ,v ,. , , � � 1.3 S - ...... DRIVEWAY AND REPAIR TO
4 25
�, � 25 4..5 i ,.. t
f, cr ( ) 1000 t'
( ) 4 IM 4 .5
d C' r ► H EXISTING'
r .... .. n>tA C
4 1 NA `�?A�ME 5 .. ... ... 0 0
,.. �r iM 1.0
- '� _J / o
-CONDITIONS
/
�3% INV 36.50 36 RCP 4r r
,\ 0 LF 36 RCP ? s :•:.� W 0
8
E E
o } �\/ -_ --- E - - _ - ____ _ - - - 0 2$ LF 15"RCP
H E
CATE EXIST r-- it IQ 3
� ZTSLF � ..... NHCo. SSMH-N0. C60.14.g �
- - - - -.RAM. 4$.5-- __ ..��.4 - 1� - --�-
- RIM 41.0 � \ UTILITY POLE 'F�TM���. ..,•�
-�- "--- ` --- ---- ----- INV 36.9 r• INV 37.7 4r 0.38 •
-----� -_-- _ - - - - -1- - - - - - _N $1'S2-09--W-199"O2 (total) INV 37.3 3 �4 PHASE 1 AREA 4 SHEET 27
-- - - - - --- - R -
RELOCATE EXISTING
1_.52 Ac. OFF -SITE STORMWATER� SDMH N0. 1 / _ - 42 - rko 5 r'z I (425) 2 0. 9 I UTILITY POLES •
p ❑ (3 LOTS © 6,000 SF/LOT) RIM 41.0 ✓ \ $
T
Pump `, `- -.. , �i t}p. !46, 47 2 S I 3 .$ I �.::�::.� e_-1
_ x - _ x 41.73 1 { 1 (800) 47
House INV 36.1 - - 42.20 x 4L89 S EXISTING BUILDING T�
O
x 4�20 x 42.42 �-O ! ! cQk I :-- BE REMOVED
J ! RB RB RB ' x 42.20 x 42.21 x 42.47
- x 1.56 1
C 0. � I � Existing :•:••: NCDOT D! N0. 1
(RESIDENCE) (RESIDENCE) (RESIDENCE} I ! 4r. lock structu e j
I I . PROPOSED 8" COUN co
RI r 401 ! w! i f N0. 7 one star I I RIM 39.5 C�2
I SEWER EXTENSION %0 3712 ! I R 40.5 ? , INV 36.2
�I - fi� 1
n / f � One / � ! i �5'7.4 (425 � � -• I -: -.: �. 1$"RCP � �
story I „ J f 1 I ( \ :" „ P -! .
Wood x n/f f (1) $ BOOT & PL 41.41 ! !III g '� CI NO. f.. EXIST. 10 SS I
L -� - one 69 Furniture Fair, Inc. _ - ® J j f ® RIM 40.5
I Nancy Mitchell Dwelling 1 x 5V- .L o.3 SSMH 1A
n �f Story Dwelling _ Db.2106, Pg.424 x 42.59 41.59 ® ( 1.
151,779 sq ft x 42.53 I6 LAI
DOGHOUSE MANHO
w/vinyl siding ii Db.1612, Pg.079 �___ __ __� `t cv x,,42.15 cv h ::Cd
TF Holdings �-- --- - I ( �. 3.48 Ac \ \G.V.
--j rn p 5824 Market Street �,_ / x_4.187 x 4�790 SSM 1 B 1
MATCH EXISTING
(DIP FUTURE \ 1Tj ASSY. 7 - f m . I ASPHALT GRADE 40.*± ®� 3
Limited n/f (_ ''_ n f o DEVELOPMENT �s \ �x 41.11--,_-- 1j s --*-d _ - CI NO. 11;
u7 / / - - - - - W t " t ( � ICJ ICJ ci
Partnership / \ C� t I ! RIM 40.5 i� 0
NancyMitchell I Joseph Taylor / x 4 .8o II w $ C-90o P w INV 37.8
One story p y x 62 / / /-- - 40 - x (I 02" BLOWOFF ASSY. ,- /'s40.004�. $, N �1 `' ¢ p1 ,5 �• -1 Z tYJ Co IS
Db.1783, Pg.1251 Dwelling w/
x 42.52 x 42.31 / x 41.40 x 39.85 i##� - INV.=36.40
Db.1310, P 435 x 42.1s / 1 8 PLUG 1 ' Db.2348, Pg.157 � I vinyl stdtng (; g. / j i) �- � \ .56 x 9.3 � �•'- � W
x 39.99 ' N0. -1 1 • {425) 4r t (4 5} 4r 3 (425) 4r 3 (426 a . APPROX. LOCATION `OF �; I 1
t IM 40 OO 1 I (! 1 PROPOSED 8" CITY M. t� z
EXISTING $ DIP WATE MAIN U2 0 � � W
/ .. i 1 37. L I 1 8"x8" TAPPING SLEEV Q `� a
/ 41-- - 1 F OP�J l 1131 „ WATER EXTENWN 4
RII� �5 l 125 LF 15 RCP 39.
O bp��a
,•�i �+ -
I I i (1) 8" TAPPING VALVE �
\ „ ll s R ( ICI NO 14 r _ U ..-t Q
43, �0-- LE - f 2 RC-R, MA7 H y L_ 0a200
t.RI 5 ,x 42.24 , / I 'S 4 } (450)EXISTING 18" RCP oEXISTINGDiTCM GRA E © -3 IN 3 60 N•�
x 42.69 _ _- - - / - ` - - =r EXISTING DROP INLET d'
�_-..._..,. . .. • -_ � -- GRATE=39.92
0 38
- 4 S $1 53 � 3 � - - - 130 LF 15 RCP �
�- -` IW.=36.64
- 42 0 IN C
ICardinal "Cardinal ! . -43 'x 1.14 3 0 „ ROl'E`C,r f REMOVE EXISTING
Trade Center Trade Center - - - - - - - - - - - 39 40 CL 12 RCP' MATCH I SHALL NG DIT t
I I I ( , DRIVEWAY AND REPAIR
I Office Spaces" Office Spaces" I SDMH NO: 6 - EXISTING DITCH GRADE F� ��_ TO MATCH EXISTING Q
"Cardinal , I ' INV ; 8.5 1
Trade Center RIM 41.4 .� DI NO I I 6 7 CONDITIONS G_ ,
Cardinal 0
Office Spoces'I „ RB INV 37.4 I _ RIM 40.f
34
i
oil
LF TREATED—,
B `iTLE
a
-
r
x 0.96
,
F
�Mi.n��.®®.....�.��■ems
�i►�
®a�Ia
i i�i�����
j
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r
wee
RB lace .....
(OFFICE) _ INV 38.1
(OFFICE) c�
- - - - - - - - - - I XISTI G CURB;
0.58
REMOVE _ j �� ••. �ssi • : / 'r.
t o
-- M T H XISTI ASPHALT f I
' „THE PIT STOP,,... � .• '•
gq
n f ( 1 _ GRADE F.F. 41.5 T S E A L
l
Eastwood CI NO. 15 - .I I lyOVED 17374
_ No TH CAROLINA ENV1%OrJ�iENTAL
Development, LLC , RIM 40.5 - j _ _ _ I MANAGELIENT Co Is 1SSI0N ':,flip �?►GI ` ''�4;
Cardin If Drive 40.AVISION OF WATER QUALITY ��.. GR ��y�``��
ng D --I �irrrEill���
Db.1903, Pg.199 Rssociation, LLC //.._..� ` � _ _O
TEMPORARY GRAVEL Dssocia , P 199 / Doo(0q-J!u
CONSTRUCTION _ 9 _
ENTRANCE PeRA DATE 1-19--04
-
MATCH LF 12" RCP; DESIGN PGT -
•r
5 a ",✓- ISTING DITCH .GRADE % DRAWN MBH`
Cardinal Drive Extension ..
60' Public Right of Way 13' OR , 13' DATE PRINTED
EXISTING MATCH EXISTING
04 rug
FIRE HYDRANT ASPHALT GRADE 40.0t - - EXIST. WATER MAIN - - JQ 2�
OWNE
EXISTING EXISTING GULFSTREAM FOODS OF N.C., INC.
,.,..�..,T _FIRF HYDRANT SHEET 1 OF 2

V-6" x 1'-0' x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
RESERVED WITH
READ "RESERVED PARKING" -
WITH IDENTIFICATION SYMBOL. t� e
�j� #, SOLT TO WD. POST W/ 3/8" CANDIUM o co
PARKING PLATED NUTS, 13OLTS & WASHERS.
°.° 9" x 1'-0" x .080 STD ALUM. SIGN TO READ 'VAN ACCESSIBLE". o
BOLT TO WD. POST WITH 3/8' CANDIU o
PLATED NUTS, BOLTS & WASHERS
9" x l'-0- x .080 STD ALUM. SIGN
IU READ "MAXIMUM PENALTY $100, _
�a 12" `i GS 20-37.6-. BOLT TO WD. POST
liQ14RS WITH 3/8- CALADIUM PLATED00
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS.
WHITE SYM130L ON BLUE BACKGROUND FINISHED
BACKGROUND - WHITE PRESSURE TREATED 4"x4" POST. GRADE
1-1/2-R( ) 1-1/2"R(TYP)
MAXIMUM VANI-
TM /E'(Tf'i /8-miPr -i I I=1 I I� ki 11=1 11=
-I I I-1 I I� i I-1 11=1 I
WHII I III=IiI III-111_
hW& ND BORDER - MIN �° �E- GREEN -III-I ICI -FI_ I I I-
=1
TYPICAL HANDICAPPED SIGN DETAIL
NOTES:
1.
SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
CUT OR TOOLED 2.
CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
JOINT 3.
THICKEN SIDEWALK TO 8' AT DRIVEWAYS.
4.
THICKEN SIDEWALK TO 8" IN LAST 3' WHERE iT ABUTS PAVEMENT
WITH NO CURB.
5.
1 /2• EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
STRUCTURES, AND AS NOTED ON SITE PLAN.
6.
JUNCTIONS, AT
PARADE A LAYER OF 15/ BLDG. FELT BETWEEN WALK AND ADJACENT
PARAWNG CURB OR STRUCTURE.
7.
REINFORCE w/6x6-10/10 W.W.M.
C�TI" is
NTS BROOM ROM PERPEMXC"
TO PEDESTfW FM DIRIM"
PLAN
4' SIDEWAL 6' 4' 6'
3= PSI
CONCRETE
ANZ
' III=lII�111IIIII��
aD
r7 6146-io/10 wW.M. �COMPACfED
= SUBGRADE
° 1 1 /8- ° 1 1 /4- �S=QN
° °' TYP I CA
A L SIDEWALK AND
MA
WHEEL CHAIR rN^ME DE 181L
o o
A 10 3/4- SIDE ELEVATION
1/2" GRADE 60
12' STEEL REINFORCEMENT
PLAN VIEW
ROP�YLENE
to
1
• • • 1 REVISIONS�
e 1 � A •
1111"I song
-�� In.rrrr 2iFi « «e • a • aa. ► r •
Ilra.rrrrrr
i ■rrrlr� • an
Ono t
111""RH 'mow
Sung madings
vway.�piT7`Yj� . .........
I -UKYF ltu_pwx `OF#11_lAU11f1i REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
.3 w/GRATE
S4 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
MINIMUM LANDSCAPE REQUIREMENTS
BURIED FABRIC SKIRT 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A
AS DIRECTED BY ENGINEER BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
TREE PRESERVATION MINIMUM 15 REGULATED TREES PER ACRE. CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
STREET YAR MINIMUM REQUIREMENTS: FOR EVERY 50 LF, 1 TREE 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
8 FT IN HEIGW OR 3 FLOWERING TREES 5 Fr IN HEIGHT AND 6 PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
SHRUBS 18" MINIMUM AT PLANTING.
EXISTIW UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
PARKING FACILITIES WITHIN • FT OF e OF , .S ROW IN OR ALONG,.• ,. RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
&T P1 FASFUFWS. THE CONTRACTOR SHALL NOTIFY...,... PERSONNEL OF
- THEIR INTENT TO EXCAVATE. IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
INTERIOR 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
MINIMUM: 8% OF THE GROSS PAVED AREAS SHALL BE LANDSCAPED. RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
1 TREE 8 FT MINIMUM HEIGHT AND 6 SHRUBS 18" MINIMUM AT APPROPRIATE PERSONNEL
SUPPLIED
% / 77%1 7 2X4 WOOD FRAME WOOD OR PLANTING REQUIRED FOR EVERY 15 PARKING SPACES OR FRACTION 11. EXISTING SURVEYING PERFORMED BY HOBBS SURVEYING COMPMIY, INC. AND BY
BLDG.-STRUCTURE STEEL STAKE THEREOF. CONSECUTIVE PARKING SPACES SHALL INCORPORATE THE OWNER
PLAN LANDSCAPE PENINSULAS NO MORE THAN 15 SPACES APART AND AT THE 12. THE CONTRACTOR SHALL FIELD VERIFY All EPA DIMENSIONS AT THE ISTEON FURTHERMORE
DROP INLET THE ENDS Of ALL PARKING ROWS.. MINIMUM 8 FT WIDE AND 100 SF THE ��� �- REPORT ALL DISCREPANCIES OR QUESTIONS TO 'THE. ENGINEER
,/a*R TOOLED t%8'xR1 TOOLED * DEEP JO►tdT W/GRATE BURIED FABRIC SKIRT PRIOR TO INSTALLATION.
JOINT IN AREA 5 TREES MINIMUM REQUIRED FOR INTERIOR ISLANDS. 13. THE CONTRACTOR SLIM PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
BUFFER YARDS: HEIGHT REQUIREMENTS HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
;. _
14. ALL. PVC UTILiTY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36» COVER
.. ' ' TREES - 8 FT MINIMUM AT PLANTING 2• MIN. CAL AT FINAL GRADE
0 15 FT MINIMUM MATURE HEIGHT
-4..15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND > STATE CODES.
• ^ - •L METERS. TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL. BE THE RESPONSIBILITY
.. .
...-.:r- ::.'.. .
1 2 E T EVERGREEN SHRUBS - 36- MINIMUM AT PLANTING OF THE CONTRACTOR AND SHALL COMPLY WiTH ALL REQUIREMENTS.
l6- ABC STONE(NCDOT) MI MINIMUM MATURE HEIGHT 16. ALL WORKMMANSHI�P., BASE AND SUBGRADE SHALL COMFORM M NCDOT MATERIALS AND ENT. APPROPRIATE BARRICADES,
SOS.INCLUDING
FENCE OPTION - 8 FT MINIMUM HEIGHT INDUSTRIAL ZONING OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WiTH NCDOT
LIGHTS
e"STONE(NCDOT) �- EEXXCESS '' 6 FT MINIMUM HEIGHT ALL OTHER TO MAINTAIN SAFELY AND TWO WAY TRAFFIC.
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.) AT CORNERS VISION CLEARANCE: NO PLANT MATERIAL OVER 30- IN THESE AREAS. 17. ALL ANY DISCREPANCIES SHALL
BE GRADED FOR TO ENGINEER POSITIVE
PRIODRAINAGE.
A INSTALLATION. THE
! CO ALL AREAS SHALLR P 9T
SDEWALK O I NT D ETAI LS MATERIAL
PROTECTIONFROM VEHICULAR TRAFFIC PROVIDED AROUND ALL PLANT SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES
NOTES: MATERIAL (CURBING, CROSS TIES, TIMBERS, ETC.) 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS Ill WiTH RUBBER GASIFIED JOINTS
NTS 1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH MAI THE OWNER IS RESPONIBLE FOR MAINTENANCE OF AND INSTALLED IN ACCORDANCE WiTN MANUFACTURER'S REQUIREMENTS.
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW LANDSCAPING TO ENSURE THE PLANT MATERIAL LIVES. 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
(50 LB/ 11NCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST. CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE Ill, FACTORY MIXED, QUICK DRYING.
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY 6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND NIGHT REFLECTING.
SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM BACKFiLL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE 20. DUCTILE IRON SHALL BE CLASS 50.
APPLICATIONS. iT MUST BE REPLACED EVERY 60 DAYS. OR 12 INCHES OF COMPACTED SOIL 21. CONCRETE FOR WALKS, CURBS AND DRIVES Stall HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 300D PSI O 28 DAYS - AIR ENTRAINED.
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE 22. FIELD TESTING SHALL. BE DONE BY AN INDEPENDENT TESTING LABORATORY PAiD FOR
OVERLAPPED TO THE NEXT STAKE.
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO -A FAILED TEST WILL BE
PLASTIC
�d
3. FOR STAKES, USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT
METAL WITH A MINIMUM LENGTH OF 3 FT.
PAID FOR BY THE CONTRACTOR.
8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
A�-�• c� p
LATE E WINTER & EARLY
�+pp t
SIRING
CO�j�RUCTIQN SEQUENCE
ELEVATION SECTION A -A
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE'INLET
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM' INTO
THE GROUND. APPROXIMATELY 18 INCHES DEEP.
BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
R /► R /� S G
TEMPORARY GRASSING
/�
DETAIL
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
ANDLSMANHOLE "
MANHOLE STEP DETAIL AIL TA EMENT
SEEDING MIXTURE
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). A L
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE ALL EROSION StfN.l. BE CONTROLLED.
<1
NTS
f'�
S RATE
biaCro�
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
CONSTRUCTION
TEMPORARY FABRIC DROP
I N LET EROSION CONTROL
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING
SILT FENCE,
(grain)
120
INCLUDING, BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE.
MARKRYE
STORM�p�jNSANITARY SEWER AS QpOR .::.;:',`•::;., .,-::.- ;- :;:.,'
NTS
ANNUAL LESPEDEZA (Kobe in
CHECK DAMS, ETC. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS
POSSIBLE AFTER BEGINING CONSTRUCTION.
RING ADN COVER _
•:
_ ( I I
Piedmont and Coastal Plain,
Korean in Mountains)
50
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
rf-1
SURFACES SHALL BE MACHINEDI ( I a
SO AS TO INSURE EVEN BEARING
OF COVER ON RING. -
24" MIN. CONCRETE SPACERS FOR
TOP OF COVER ADJUSTMENT TO GRADE
..:
A v.Q A ECCENTRIC
CONE ..:.
Y
I: 5
BOTTOM OF COVER
8+ (L :• i RUBBER GASKET
(TYPICAL)
Uj
�.
1'-11 1/2" \ N -..- - - - - - - - -
N SEE PLAN PIPE SHALL NOT BE CUT OUT
_ UNTIL AUTHORIZED BY COUNTY
U_
-{- p w FILL WITH CLASS
in I 1" PE4 "B" CONCRETE
w m FOOT
Z
le ••.. .
a ....n.. I LU
_ UW �•_.. . �N
' a�r..CTuRa�� ! 1 9 5 8
tt
i. G.R. ENS &SON / = a •.. �a
N0. MH-GRE-24 PIPE
2. DEWERY BROS. DETER•
NO. MH-RCR-2001 1 -10 3/4
'... ..
3. VULCAN
NO VM-84
OR EQUAL 2'-9 1/4' RING UMWEIGHTS:19 •...�- :j_ �_' .• .+• �`'
COVER - 120 LBS.
SECTION A -A RUBBER GASKET
12" 14 BARS O 12" O.C. EA WAY
MANHOLE FRAME AND COVER MIN.
NTS DOGHOUSE MANHOLE
NTS
I�
AC==STL PIPE A -
--36"RC 1
`- •
L I t ETA CONC
4. o- 1,6"I, st°Pe 3 •
PLAN
GALV. BAR GRATING - 1» x 1/8' BEARING BARS. FASTEN WITH DRAINAGE TOWARD CURB
TYPE J CUPS. ATTACH TO 1-11/4' x31-1/4" x1 4" GALVANIZEDATTACH GALVANIZED WIRE
ANGLE FRAME MORTOR FRAME TO TOP pF STRUCTURE. CLOTH OYER SMALL DIAMETER
TOP OF BANK ORIFICE (8 MESH .020 WiRE) CURB SECII011.
41.0 NTS
OOD POOL 40.
ATE
36-RP FLOOD POOL 39.0
I 10- WEIR
I ( NV. 37. RMAL POOL 37._
AN. 37•
3
TEMPORARY
" GRAVEL
FILTER
BOTTOM 31.0
SECTION A - A
DETENTION POND OUTLET STRUCTURE
NTS
6'
TOP OF BANK EMBANKMENT
EL. 41.0
CITY FLOOD POOL EL 40.0
STATE FLOOD POOL EL. 39.0
NORMAL POOL t° NORMAL POOL EL 37.5
EL 37.5 1� EL 36.5
�1 6
FOREBAY 3
1 B0 TOM EL. 34.5 1MAIN POOL
3 �
3 BOTTOM
* POND SLOPE TO BE SEEDED IN ACCORDANCE EL. 31.0
TO SEEDING SPECIFICATIONS
* 6:1 VEGITATED SHELF TO BE PLANTED
WITH WETLAND SPECIES I.E. COMMON THREE
SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED,
SEDGES, SMARTWEED,WATERWEED & WiLD CELERY
DETENTION POND & FORE AY SECTION
NTS
v
WITH COPING REMOVED EMOVED
Omit annual lespedezo when duration of temporary cover is not to extend SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
1-41
beyond June. 5. IF APPLICABLE. CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN P
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW f-•-1 �i
PROPER FUNCiIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETIONOF
SEEDING DATES: CONSRUCTION.
GENERA Now` 6. IF APPLICABLE. INSTALL DROP INLETS'WITH INLET PROTECTION TO ACT AS SILT TRAPS
ALL DROP INLFS OVER 3'-e" IN DEPTH TO BE PROVIDED Mountains - Above 2500 ft: Feb. 15-May 15 DURING �. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
�E1 -2 ONCEENTERRS. STEPS WWI E IN (_Y � Below 2500 ft: Feb. 1-May 1 ENTERING STORM DRAIN PIPING.
SENT FOR PIPE Piedmont - Jan. 1-May 1 7. A 4" LAYER OF TOPSOIL SWUI BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
MASS -B" CONCRETE To BE USED. 0 I ATIO Coastal Plain - Dec. 1-Apr. 15 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
ALL MORTAR JOINTS ARE To BE 1/2 t; 1/0- SOON AS POSSIBLE BUT NO LATER THAN _30 DAYS AFTER DISTURBANCE
FORMS ARE To BE USED FOR THE CONSTRUCTION OF - ~ SOIL AMENDMENTS ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
THE BOTTOM STAB. I i 9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. ,^
' BRICK MASONRY DROP INLET NOT TO BE USED IN p 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
LOCATIONS SUBJECT To TRAFFIC. - (' U� � Follow recommendations of soil tests or apply 2.000 Ib/ocre ground agricui- PLAN PROVE TO BE LESS EFFECTIVE. �J.
JUM AMR wtu BE PERMITTED. CONCRETE BRICK NO �•', USE DEVYEY g�pg turn{ limestone and 750 Ib/acre 10-10-10 fertilizer._ 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. IP_..{
B2 (� H-•BN 3A FOR TCH '
OR 4 SOLID CONCRETE BLOCKS MAY eE t1SED IN - L I q�,� ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
UELI OF CLAY BRIM(. FORAY INLETS
N-47 ♦ 1J�C nrn,' 7�.
IF REINFORCED CONCRETE PiPE IS SET iN BASE SLAB I I MULCH MAiNTENANM REQUIREMENTS
OF BOX. ADD To BASE AS SHOWN ON STIMOARD 840.00, CONC. COLLAR-
OLLAR I 1- - - - - I
FOR E'-0- IN HEi W OR LESS USE 8- VALL. OVER E'-0" Apply 4,000 LB/Acre Straw. Anchor straw by tacking with asphalt, netting, 1. CONSTRUC110tV ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM
• T P LNG WiTH iWO INCH STONE }MY BE REQUIRED.
IN MD" USE 12 WALL TO 6'-0 FRoti TOP OF WALL. or a mulch anchoring tool. A disk with blades set nearly straight con be LEAVING SAE. PERIODIC 0 DRESS
AND 8 WALL FOR THE REMAINING 6'-0-. OUANTIIIES 2. ALL f7tOS10N AND SEDIMENT CONTROL PRACTtGES WILL BE CHECKED FOR STABILITY AND
TO ,BE ADJUSTED ACCORDINGLY, PLr�N used as a mulch anchoring tool.
_._ _ OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
1. 0. ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN_ ALL
CONE:. COLLAR ASPHALT PAVEMENT MAINTENANCE PRACTICES AS DESIGNED.
2•-E. ELEV. VARIES 3. SEDIMENT BONS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
• :: BELOW THE TOP OF THE RISER. /57 GRAVEL WiLL BE CLEANED OR REPLACED WHEN THE
f Reertiliif ze growth is not fully adequate. Reseed, refertilize and mulch 1 lh i-
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
" mediatey following erosion or other damage. 4.`' SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES "ABOUT
2' O'
0.5 FEET DEEP AT THE FENCE THE SEDIMENT FENCE WiLL BE REPAIRED AS NECESSARY �
B BRICK MASONRY in /� TO MAINTAIN A BARRIER.
- - W SPRING -SUMMER 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
FLOW 0 o �%TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
Y DENSEVEGETATIVECOVER.
4" PERMANENT MAN ENT GRASSING DETAIL
- - SEEDING MIXTURE
3000 PSI CONC. . ; •
.4 :. SPECIES .ATE blacre) «
�� I To
HAVE SVD SETS° EA LA LESPED � TEMPORARY FALL GRASSING D ETAI L
SECTION Y Y TRAP F�OTiNC� 12 do COMMON BERMUDAGRASS 10 0
SECTION LEAVI`_ oP LAIN As HowN MILLET'TALL 10E 50 SEEDING MIXTURE �, �
DIMENSIONS AND QUANTITIES
DONS OF
BOX
& PIPE
CONC.
IN BASE
TOTAL
BRICK MASOWY
DEDUMM FOR
OiE PIPE
PEE
SPAN
WOM
HETDHT
PER FT.
HEX:FR
eR,La(
COPING
MOO
H
D
A
B
H MN
cu. YES.
C.M
R.C.
12"
3'-0'
2•-W
2•-8'
0.267
0.313
0.037
O M
0.020
1 0.032
15'
3•-a
2'-0"
3'-W
0 2E7
0.313
0.037
0.97E
0.031
0.047
ie-
T-W
2•-W
31-5'
0.267
0.313
OA37
i.10
&044
0.0E5
24"
3'-W
2'-0'
4•- r
0.267
0.313
0.037
1299
007E
10.113
30'
3' -0'
2 -0
4'-3'
0.2E7
0.313
0.037
1.3e7
0.122
1 0.170
D R 0 P I N LET DETAIL
IL5 WM UR49cre)
c\2
Im SEEDING NOTES
RYE (grain) 120
t0
1. Where a neat appearence is desired, omit sericea.
2. Use common Bermuda grass only on sites where it cannot become a pest.
SEEDING NOTES
0Bermuda
grass may be replaced with 5 LB/Acre centipedegross.
; �
MOUNTAINS -AUG. 15-DEC. 15
COASTAL PLAIN and PIEDMONT - AUG. 15-DEC 30
0
SEEDING DATES
co
NQDQIE DROP i N LET D ET;$I L APRIL 1- DULY 15
SOIL AMENDMENTS
Follow recomendations of soil tests or apply 2,000 LB/Acre ground
Z
5 co
SOIL AMENDMENTS
agricultural limestone and 1,000 LB/Acre 10-10-10 fertilizer.
e-•1 to
2" TYPE 1-2 (NCDOT) Apply lime and fertilizer according to soil tests, or apply 3,000 LB/Acre ground
LB/Acre
MULCH
0
) I
-8' ABC STONE (NCDOT) agricultural limestone and 500 10-10-10 fertilizer.
'g!:
Z
PIPE ZONE PiPE ZONE
Apply 4,000 LB/Acre Straw. Anchor straw by ,tacking with asphalt, netting,
co
i
6" O.D. W
6• O.D. 6'
a anchoring
ncho in tog {disk with blades set nearly straight con be
L
I
MIN.
MIN.
MIN.
MIN.
MULCH
uor
sed as
FINAL
PIPE g�ZpE AS APPiY 4,000 LB/Acre groin straw or equivalent cover of another suitable mulch.
PIPE
iNTENANCE
�-+
W
azw.
M a
FINAL BACK
,! Anchor by tacking with asphalt, roving, or netting or by crimping with a mulch
be
PIPE SIZE AS
Old TH
PLANS anchoring tool. A disk with blades set nearly straight con used as a mulch
anchoring tool
Repair and refertilize damaged areas immediately. Topdress with 50 LB/Acre
INDICATED
3" MIN.
of nit en in March. ff it is necessa to extend tem ro cover rid
nitrogen necessary Po ry 'o
vcv,c�.rn�,.wx ON THE
...,..,.ten TO,
ACTUAL R VE DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION INITIALCLASS BACK FtlS
CLASS 1
0 3 CLASS 1. 2 0 0
��w �.t'� O.D. O.D.
"E. L ` I II
.. x ,. 6' MIN. CLASS 1 OR _
=) MIN.
�� 1=1�- 1 1 fH(_~:~�:•••~�� V
i �I 11=111-1 11=1 I STABLE I f I I.I I I 11-1 I I:- -�
MAINTENANCE
ReferbTize the following April with 50 LB/Acre nitrogen. Repeat as growth requires.
May be mowed only once a year. Where a neat appearance is desired, omit
Sericeo
June I a, oversaw with 50 LB/Acre Kobe (Piedmont and Coastal P an
or Korean (Mountains) lespedeza in late February or early March.
Vy
4 Cd. �
'
LATER
FALL -WINTER
FOUNDATIONMATERIAL MAT"°
and mow as often as needed.
PERMANENT GRASSING DETAIL
PVC PIPE DUCTILE IRON PIPE
TEMPORARY SUMMER GRASSING DETAIL
A L
PIPE BEDDING DETAILS
SEEDING MIXTURE
SEEDING MIXTURE
�
,
HATER AfrT£RS ARE Tv BE• AP1714lD!<-B BY ram- CITY
SPECIES RATE lib/acre)
2 ALL VOTER A1<'TERS MIST Bf" Ll,E'ATEB VITHIN PVBL.IC
Rl6W7'­X- NAYS ANB/AP EASE1CNTS
SPECIES RATE IbLacre)
TALL FESCUE (blend of two or
`yAIIILI►T�
3 VATER NETERS SHALL AVr BE LbrATE•B IN BRIVE'VAYS
GERMAN MILLET 40
RYE roved varieties) 22000
E three i �
8.�.
in the peidmont and mountains, a small -stemmed °� be sundon ross m
9
'50 LB/Acre.
SEEDING DATES
/ � •.• '
Nf�iPC R/t✓ NIBIN PE7PNITS
substituted. at a rote of
JANUARY - AM
= SEAL =
LARD• CAST IR9V ArrER Box
SIZEVALA'
SEEDING NOTES
AUGUST - DECEMBER
t7374
A A
MOUNTAINS - MAY 15-AUG. 15
PIEDMONT - MAY 1-AUG. 15
SOIL AMENDMENTS
.•G \
-
-
COASTAL PLAN - APR. 15-AUG. 15
Apply lime and fertilizer occording to sal tests or apply 3000-5.000 LB/Aces
/�`
/,p' •. T `:''•� �`
.....
a_ gground ncutturol limestone (use the tower rate on sandy soils) and i "�
W 1 NO LB Acre 10-10-10 fertilizer. ��`,IORE IC�
N SOIL AMENDMENTS
Follow recomendations'of soil tests or apply 2.000 LB/Acre ground MULCH
agricultural limestone and 750 LB/Acre 10-10-10 fertilizer. DATE 1 -19-04
Apply 4.000 LB/Acre grain straw or equivalent cover of another suitable mulch. DESIGN PGT
Anchor by tacking with asphalt, roving, or netting or by crimping with a mule
SEE PLAN MULCH anchoring tool. A disk with blades set nearly straight con be used as a ME DRAWN MBH
anchoring tool.
' Apply 4,000 LB/Acre Straw. Anchor straw by tacking with osphatt, netting.
TYPL 9A' 37,i T CGt°PER TUBB,G - or a mulch anchoring tool. A disk with blades set nearly straight can be
`- AGELLER 1114cT used as a mulch anchoring tool
AIM? YFAt'E V/12 RISER SEE PLAN MAINTENANCE
AW,9 W66-12, W77--12
F 1 Ferblize according to sail tests or apply 40 LB/Acre nitrogen in January or A pR MAINTENANCE February, 40 LB in September and 40 LB in November, from a 12-4-8. 16-4-8C 4
.
AL or similor turf ferbiizer. Avoid fertilizer applications during warm weather. as this
2M OR
2M OR Referti{ize if, growth is not fully adequate. Reseed, refertilize and mulch im- increases stand losses to disease. Reseed, fertilize, and mulch damaged areas
ENERGY D I SS I PATO R mediately following erosion or other damage. mmedKTtely. Mow to a height of 2.5-3.5 inches as needed.
NTS SHEET 3 OF 3
_ .F PRINTED .. 0307
JAN 2 1 200

N REVISIONS
No
gj/
NOTE: 1. SEWER GUARDS REQUIRED AT ALL MANHOLES. D e Description By
STAINLESS STEEL SEWER GUARDS REQUIRED AT
ft LEGEND
s e MANHOLES LOCATED IN TRAFFIC AREAS.
2. 10 4 2 -- EXISTING CONTOUR
VV+E UTILITY EASEMENT PROVIDED ALONG THE
UP Fill" FRONTAGE OF ALL LOTS. 42.0
s I J. 2; 3. SERVICES SHALL BE PERPENDICULAR TO MAIN X EXISTING SPOT ELEVATION
1 40' AND TERMINATE AT RIGHT OF WAY LINE. SERVICES kA a at -TV kT!3
IN CUL-DE-SAC ARE REQUIRED TO BE PROPOSED SPOT ELEVATION
PERPENDICULAR OR MUST ORIGINATE IN MANHOLE
VA BAR SCALE 1 =40" AND TERMINATE AT RIGHT OF WAY LINE.
4. ALL SERVICES TYING INTO DUCTILE IRON MAINS DROP INLET w/INLET PROTECTION 37.1
SHALL BE CONSTRUCTED OF CLASS 50 D.I.P. 36"F.E.S. INV. 33.64
kg!��
w/20"x2O'x24" E.D.
3
U 40' 80' 120' .38.5
401 PROTECTO CERAMIC LINED. 0 CURB INLET w/INLET PROTECTION
4u 20'
STORMWATER RUNOFF DIRECTION 7
NOTE: ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS WITH THE
CITY OF WILMINGTON TECHNICAL STANDARDS AND SPECIFCATIONS MANUAL. Q
q9 r,,
CONCRETE AREA
NOTE: PROJECT WILL COMPLY WITH CITY CROSS CONNECTION CONTROL REQUIREMENTS, to
910-343-3910. IF WATER IS NEEDED FOR CONSTRUCTION CONTRACTOR SHOULD 1P
Sff E DATA MAKE ARRANGEMENTS IN ADVANCE AS WELL AS PROVIDE A RPZ BACKFLOW LANDSCAPING w/AREA
PREVENTION DEVICE BEHIND THE METER, 910-341-7805. CED
TOTAL AREA 8.5 ACRES±
DEVELOPED AREA 7.2 ACRES± LIMITS OF DISTURBANCE
NOTE: ANY NATURAL VEGETATION IN BUFFER TO REMAIN UNDISTURBED AND
V I C I N I W MAP ZONING R9
NTS BUILDING AREA 1,33`0 SF AUGMENTED TO MEET CITY OF WILMINGTON STANDARDS. SWALE
NOTE: ALL ROOF DRAINAGE SHALL BE COLLECTED AND ROUTED TO DETENTION POND. _x -x TSF TEMPORARY, SILT FENCE
NOTE: ALL TREES WITHIN THE BUFFER AREA SHALL BE SAVED AND PROPERLY rn
ASPHALT AREA 108,743 SF PROTECTED THROUGHOUT CONSTRUCTION WITH ORANGE BARRICADE FENCING. NCDOT DI NO. 4
CONCRETE AREA 31,1200 SF EXISTING TREES RIM 38.25
INV 34.0
LANDSCAPING AREA REQUIRED: 8,699 SF NOTE: ALL EXISTING CULVERTS AND INLETS SHALL BE CLEANED TO PREVENT OBSTRUCTION. 39.06
=TOTAL PARKING AREA x (8%) EXISTING TREES TO BEREMOVED
n/f
E_
LANDSCAPING AREA PROVIDED: 9,465 SF
Richard Mitchell, etal 3117
RB
(RETAIL) Db.1745, Pg.781 z z
c> ;I 1--�
DETENTION PON "Pottery Plus"
TOP OF BANK 41.0
CITY FLOOD POOL 40.0 Overhead E­4
STATE FLOOD POOL 39.0 Powerline 0
NORMAL POOL 37.5 189' x x 38.53 x 38.7j x x 38.83 x 38.70 (typ.) rn 7 �.- , 'W z �D
_ __�8.76 1 x 38.27 x 38.50 9 NCDOT DI NO. 3
40.47 x 39.91 BOTTOM 31.0 x �8.81 _-_ - I - Existin
(.11 x 38.29 -----38 -387- U �1
00 110 -/x 39�31 Drive t RIM 39.0
-38.60
__40- x 40- INV 34.3
X �% L Asphal
dMAuN W 110 -37-,
Aw . . . . .........
.39.43 18" INV 35.7
7
c)
42 d
x 4o.41 - Mk
'E
A 40.
- III- I REMOVE EXISTING
0,
X 41 H)
DRIVEWAY AND REPAIR TO
V­ / V
tP
ETLANDS-j -
ZR�
W
40 33A , 1 '5
7 5 W
X.
A LLJ
;M
UT
V)
-58 87- 616
W
-10 W 0
R V Iq a. z
.� 0 (a <
00 z
V) W
V) z
C, I z
5
39.20
41.32 W10
Concrete, CONDITIONS 04 Z
MARKET STREET
.404'. .(B) G Pq -t4 z
4AM�� 0
OADIN Dock
urt) EXIST. I O"SS
43.19
U*.'> 43
U., P
AH LA:,.
e E 0
85) Concrete 18"RCP
'Furhitur
2 "r-'MOGENCY SPILLWAY'r7i F A i�' -(485) te
Slab NCDOT DI NO. 2
7' 4 RIM 39.5
z
.92
6 A INV 35.9
4N
6� t ve
ft
4 40.57
X
U 4 18"RCP
10 P�
SDMH N b
E-4
Cl
RIM 4e.5 4__
-------RIM 41 0
..-`��'OUTLET STRUCTURE; -14
ft% INV 137 9 SIDEWALK 0
NV 35.1 @ z
DETAIL i Ti
24'
F-i- @
TYP. Cl NO. 5
4
@ (425)eo Him 40.5
_71 -NO. 2
Cl INV 38.1 z
T 9� LF P_ Qq TEMPORARY GRAVEL 0
40.%"'"
IhIll 37.5
L
7 0 LF 18 R
ILo- r
36"F.E.S. WL36
REMOVE EXISTING
101 LA
I,X`15,xla�- NDSCAPE EASEM10. I L I
W10 DRIVEWAY AND REPAIR TO
e,
--e- �_ � t(rQ
44 - _% JDW
im - NIA ��bA& M E h IM rNO. 2 0 V 0 000) RIM 4 .5 0;-4
10 41.S ._.. ...
M
.0 P. I -
Lltt 135 i 9 CONDITIONS
1UO LF 3 CP INV 36.5 �;40 LK 36" RCP
_7T
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ne Nancy Mitchell X Fur'iture Fair, Inc. @ @ I
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Story Dwelling ;_ D k"2' ` . x 41.59
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151,�79 sq ft x 42.53 x L C14 cd
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5824 Market Street x_41,07' =a+--aL G.V. -
TF Holdings 3.48 Ac
ASPHALT GRADE 40.t± 0
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Office Spaces Office Spaces TO MATCH EXISTING
"Cardinal SDMH NO. 6 INV EUMNIS DITCH GRADE
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01lice Spaces 11 . 11 KIM 4U. :tl
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REMOVE G CURB; j. VE j9pl- )I
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L XISITI
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T ASPHALT
n/f I?A[JE "THE PIT STOP" FEB 19 2004
L XISTIA
F. F. 41.5 S E A L
DWQ­
17374
Eastwood Cl NO. 15
PUOJ 0
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- ---------
Development, LLC. 'RIM 40.5 214L���
40 n/f 40.63
Db.1903, Pg.199 Cardinal Drive OREGO
Association, LLC 0/11111110
TEMPORARY GRAVEL -
CONSTRUCTION Db.1903, Pg.199
ENTRANCE DATE 1-19-04
35 LF 12" RCP; MATCH DESIGN PGT
ISTING DITCH GRADE
DRAWN M8H
Ca-rdirial D-rive E,-.ctension
60' Rublic Right of Way 13' 1 30
EXISTING MATCH EXISTING-'
FIRE HYDRANT ASPHALT GRADE 40.0± EXIST. 8" WATER MAIN ..J . ........
30
QWNER
EXISTING EXISTING GULFSTREAM FOODS OF N. INC,] SHEET 1 OF 2
�1�r I 1\/MMA1,1 -

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] - FAX: [phone]
February 19, 2004
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Laurie Munn
Re: Market Street Business
SW8 000647 Modification
New Hanover County, NC
TE 03071
Dear Laurie:
Enclosed please find a revised page 2 of the stormwater application as requested.
We have also provided updated calculations and the latest site plan with notes.
You will see that the total impervious areas have decreased. This is due to
wetlands on the property that limit the potential built upon area. Please review for
approval and contact us with any questions, comments or if you need additional
information. Thank you.
Sincerely,
Tripp Engineering, P.C.
/M - /4
Michael Hoffer
MBH: dcb
Enc.
V Eg.4 9 Z004
Im

03071
2/19/2004
CDC
Total Drainage Area
s . ft.
I acres
436,471
10.02
Impervious Area
Land Use
s . ft.
acres
.Buildings
1,331
0.03
Asphalt
108,743
2.50
Concrete
3,295
0.08
Future
90,000
2.07
3 Offsite lots 6000 sf/ea
18,000
0.41
Total
221,369
1 5.08
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L) = 1,200 ft.
change in Height (H) = 3.75 ft.
Tc = (L' /H).:"a / 128
16.91 min.
Flow for 10 year, 6 hour Storm (Q10):
QPRE _ (CPRE) X (110) X (Area)
15.78 cis
QPosr = (CPosT) x (110) x (Area)
38.51 cfs
Soil Storage L;apaciry Tor i u year storm:
CN = (94)(% imp.) + (50)(1-% imp.)
73
P = 4.82 in. forl0yr, 6 hr storm
S = 1000/CN 10
3.70
Depth (D)= [P-(0.2)(S)12 / [P+(0.8)(S)]
2.14 in.
Time to Peak Flow:
TP = [(43.5) (D) (Area)] / Q2,Posr
- 24.23 min. '
Detention Pond Desion:
Pond Size:
Elevation
ft.)
Surface Area
(sq. ft.
Normal Pool
37.50
21,998
Flood Pool
39.00
24,828
Top of Bank
41.00
28,853
Bottom of Pool
31.00
11,609
Provided Storage Volume:
Vol. _ [(Normal pool SA + Flood Pool SA) 121
x (F.P. elev. - N.P. elev.)
35,120 cu. ft.
Market St Business
Stormwater Calculations
�W 0 a OCR-
% impervious = 0.507
= 50.7%
say 51.0%
CPRE = 0.25
CPosr= (% imp.)(.95)+(1-% imp.)(.25)
0.61
11p = 6.30 in/hr
125 = 7.13 in/hr
Flow for 25 year, 6 hour Storm (Q25):
QPRE _ (CPRE) x (125) x (Area)
17.86 cfs
QPosr = (CPosr) X (125) X (Area)
= 43.58 cfs
Soil Storage Capacity for 25 year Storm:
CN = (94)(0/6 imp.) + (50)(1 % imp.)
73
P = 5.71 in. for 25 yr, 6 hr storm
S = 1000/CN - 10
3.70
Depth (D)= [P-(0.2)(S)]2/ [P+(O.8)(S)]
2.85 in.
Time to Peak Flow:
TP = [(43.5)(D)(Area)) / Q10,POSi
I = 28.50 min.
State Surface Area Requirement at normalpool:
Pond side slopes = 3 :1 .
Depth below N.P. = 6.5 ft.
SA/DA = 0.0320
(Chart for 90% TSS Removal for Wet Detention
Pond without Vegetative Filter
Required SA = (SA/DA) x (Total Drainage Area)
13,967 s . ft.
State Volume Required for Storage of first 1" of runoff:
Vol._ [(1/12) x (DA) x (% imp.)] +
[(1/12) x (DA) x (1-% imp.) x C]
C = 0.2
22,032 cu. ft.
A•
INS`
��+�+
r e f'V-8 S
FL SEAL e--:
17374 _
03071 Pond 1 of 2

2/19/2004 Market St Business
CDC Stormwater Calculations
Pond Volume:
Bottom SA = 11,609 sq. ft.
Normal Pool SA = 21,998 sq. ft.
Vol. _ [(N.P. SA + Bottom SA) / 21 x (N.P. el. - Bottom el.)
109,223 cu. ft.
Foreba :
Required Volume
Vol. = 20% of storage volume
21,845 cu.ft.
Outlet Structure Design:
Flow for 2-day drawdown:
for 1st 1" of stormwater,
Q = Required Vol. / 172,800 sec. (2-days)
0.128 cfs
Required Area of Pipe for 2-day drawdown:
A= Q/ [Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 ft./s2
h = IF.P. elev.- N.P. elev.) /2
0.75 ft.
A = 0.0306 sq, ft.
Diameter of Pine for 2-day drawdown:
DIA. = SQRT[(A x 4) / pi]
0.1973 ft.
2.37 in.
*Use: 2.5 in diameter pipe
Outlet Structure Check:
Using a 4' x 4' Basin,
Perimeter L = 16 ft.
Q = CIA
C = (% imp.)(.95) + (1-% imp.)(.25)
0.61
1 = 7.13 in. for a 25 yr. Storm
A = 10.02 Acres
43.58 cfs
Q= CwxLx;;ts
H = [Q / (Cw x L)]2'3
Cw = 3
= 0.94 ft.
Peak elevation = flood pool elevation + H
= 39.94 ft.
Provided Volume
Bottom SA = 5.500 sq. ft.
Normal Pool SA = 9,009 sq. ft.
Vol. _ [(N.P. SA+ Bottom SA) / 2] x (N.P. el. - Bottom el.)
21,764 cu.ft.
depth = 3 ft.
Flow for 5-day drawdown:
for 1st 1" of stormwater,
Q = Required Vol. 1432,000 sec. (5-days)
0.051 cis
Required Area of Pipe for 5-day drawdown:
A= Q/ [Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 ft./s2
h = (F.P. elev. - N.P. elev.) / 2
0.75 ft.
A = 0.0122 sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) / pil
= 0.1248 ft.
1.50 in.
M071
03071 Pond 2 of 2

P. 1
* * * COMMUNICATION RESULT REPORT ( FEB. 9.2004
FILE MODE OPTION
------------------
078 MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
97635631
2:37PM )
TTI NCDENR WIRO
RESULT PAGE
------ —---------------
P. 1/1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
InlAMA Michael F. F-asley, Governor
a? William 0, Ross Jr., Secretary
North Carolina Depertment of Environment and Natural Resources
_ Alan W,191mek, F.E.,D[rector
Division of Water Quality
Caeen H. Sulllro, Deputy Director
Olvislon of Water Quality
FAX COVER SHEET
Date: February 9, 2004 No. of Pages: 1
To: Mike Hoffer From: Laurie Muria
Company: Tripp Engineering, P.C. Water Quality Section - S-tormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
GWQ Storrnwater Project Number: SW6 000647
Project Name: Market Street Business
MESSAGE:
Mike,
Since the site layout has changed, including the removal of the 3600 sf building, please
submit a revised p. 2 of the application showing the revised built -upon areas. Also,
please revise the calculations 9 necessary,
Call me with any questions.

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
FAX COVER SHEET
Date: February 9, 2004 No. of Pages: 1
To: Mike Hoffer From: Laurie Munn
Company: Tripp Engineering, P.C. Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 000647
Project Name: Market Street Business
MESSAGE:
Mike,
Since the site layout has changed, including the removal of the 3600 sf building, please
submit a revised p. 2 of the application showing the revised built -upon areas. Also,
please revise the calculations if necessary.
Call me with any questions.
Laurie
S:IWQSISTORMWATIADDI N F0120041000647.feb04
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service 4
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] N )ENR

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
January 21, 2004
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Laurie Munn
Re: Market Street Business
SW8 000647 Modification
New Hanover County, NC
TE 03071
Dear Laurie:
Enclosed please find two (2) sets of revised plans for the above referenced project.
Please note that the plan has changed due to wetlands found on the site. In response to
your correspondence dated November 4, 2003, we offer the following:
1. A baffle has been added to provide a 3:1 flow path ratio in the pond.
2. The wetland species to be planted on the 6:1 shelf are noted on the pond detail.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C. �.
• JAN 212004
Michael Hoffer BY�
MBH: dcb
Enc.

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
November 14, 2003
Mr. Jon T. Vincent, President
Gulf Stream Foods on NC, Inc.
1508 Military Cutoff Road, Suite 302
Wilmington, NC 28403
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 000647 Modification
Market Street Business
New Hanover County
Dear Mr. Vincent:
The Wilmington Regional Office received a Storrinkater Management Permit Application
for Market Street Business on October 3, 2003. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue
the stormwater review:
1. Please provide a 3:1 L:W flow path ratio in the pond. This may be easily achieved
by adding a baffle to lengthen the flow path.
2. Please specify the wetland species to be planted on the 6:1 shelf.
Please note that this request for additional information is in response to a preliminary
review. The requested informedori should be received by this Office prior to December 14, 2003,
of "the application will be returned as incomplete. The return of a project will necessitate
resubmittal of all required items, including the application fee.
• 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.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] a

Mr. Vincent
Page 2
November 14, 2003
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,
Laurie Munn
Environmental Engineer
RSS/:lsm S:\WQS\STORMWAT\ADDINFO\2003\000647MOD.nov03.doc
cc: Laurie Munn
Charlie Cazier

P. 1
Y
COMMUNICATION RESULT REPORT ( NOV.14.2003 2:19PM )
TTI NCDENR—W.IRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
--------------------------------------------------------------------- -----------------------------
122 MEMORY T>t 9-7635631 OK P. 3/3
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
orate 0, NW& C=vm
De putmalt offtiro MMA Mid NOW 'S,oiolaes
Wile Regimd Offfm
MicbwJ F. $gslcy, Governor WIN G, Ro`e Jr„ Swxotmy
Diu: 1111 !--Lov
j
FAX COVER SMMT
No. Off peg":
Fromq ,y1
CO.
FfiX#: ILW .2YT rl�i1
F
127 cordial Aringteowle% wnmlimm1h KA 2411s ims Tdwms pm m-mo B.:coal mft4 4 '
An 8q M oppoeroAlW All MANVe AWO Iin r

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr„ Secretary
FAX COVER SHEET
Date: ' 11(--t
To:
CO:
FAX #: 3 5103
REMARKS:
No. Of Pages: J
From: UaGti6 ;t.LA Y1
CO:
FAX#: [phone]
127 Cardinal DrlveExtanaion, W11m1ngton, N.C. 29405 940 T"%one [phone] Fax (910) 3:I0-u104
An Equal opportunity AfArmativo Action Employer

TRIPP ENGINEERING, P.C.
10 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone] k�
October 1, 2003 43
3
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Market Street Business
SW8 000647 Modification
New Hanover County, NC
TE 03071
Dear Linda:
I
H�
F..nclosed please find two (2) sets of plans, one (1) signed original and one (1)
copy of the application form with narrative, one (1) wet detention basin supplements and
one check for the application fee. We are requesting a modification to existing permit
SW8 000647 issue for Furniture Fair. Total impervious area will remain at 284,957 sf as
previously permitted.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
C'/4� 0�5' �-�
Charles D. Cazier, E.I.
CDC:dcb
Enc.

October 1, 2003
Stormwater Narrative
Market Street Business
City of Wilmington, New Hanover County, NC
TE 03071
The total drainage area of this project is 10.02 acres. A proposed building of 4,931 sf
will be constructed. An asphalt and stone access and parking area for the building will
total 123,724 sf. 752 sf of concrete sidewalk is also proposed. Allowable impervious
area for future development is 137,550 sf, as well as 18,000 sf of off -site impervious for
three adjacent residential lots. A total of 284,957 sf of impervious area brings the total
built upon area to 65.3 % impervious.
Stormwater runoff from this site is routed to a proposed wet detention pond designed to
exceed state requirements. Detention will capture and treat the first on inch of runoff.
This pond will drain to Bradley Creek with a classification of SC HQW.

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Entity Names
http://www. secretary. state.nc. us/Corporations/soskb/Corp. asp?48920
North Carolina
Elaine F. Aarsha!! _`�" E N GJl 11E
T Secretary ECRETARY o + "CA
PO Box 29622 Raleigh. NC 27618-0622 [phone]
14mportant Notice
5C�orporete Forms
'zCorporations FAQ
4Tobac co Menufadwem
,*,,'c 4y Certification
QOnrineAnnual Ppaats
te�-Is
(IIusiness Lioenf )
�Pister for E-F roocrement
,Us :, cf Raven+i i
*IWO Senate Bibs
1 Bill Summaries
-4Annu it Reports 1997
4CC�poration8107
der Lewiston
Oft Corp.xaW Nana
`3For New orporabon
8 Registered Aent
An Order
New Payment Procedures
Click here to:
View Document Filings i
File an Annual Report I Print a prepopulated Ai
Corporation Names
Name
Gulf Stream Foods of North Carolina, Inc.
Business Corporation Information
SOSID:
Status:
Date Formed:
.........................................
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing Address:
Principal Office Address:
Principal Mailing Address:
Name Type
Legal
0181416
Current -Active
1/23/1986
Domestic
NC
Perpetual
Vincent, Jon T.
1508 Military Cutoff Road Suite 302
Wilmington NC 2a403
1508 Military Cutoff Road Suite 302
Wilmington NC 28403
1508 Military Cutoff Road Suite 302
Wilmington NC 28403
No Address
For questions or comments about the North Carolina Secretary of States web site, please send e-mail to We&
For questions or. comments concerning the Corporations Division, please send e-mail to Corporations Admink
Click here for help downloading forms.
1,ofl
11/13/2003 9:58 AM