SW8080937_HISTORICAL FILE_20081013 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O $ o q 31
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2oo<s xni 3
YYYYMMDD

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
October 13, 2008
Keith A. Benton, Sr., Owner
Benton Ready Mix of Brunswick
Post Office Box 797
Conway, SC 29528
Subject: Stormwater Permit No. SW8 080937
Benton Ready Mix of Brunswick
High Density Project
Brunswick County
Dear Mr. Benton:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Benton Ready Mix of Brunswick on October 9, 2008. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW8 080937 dated October 13, 2008, for the construction of the subject project.
This permit shall be effective from the date of issuance until October 13, 2018, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E 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
caazl3w—
Edwardis Baker, or me at [phone].
SBeck
Regional Supervisor
Surface Water Protection Section
concerning this matter, please
ENB/csb: S:\WQS\STORMWATER\PERMIT\080937.oct08
cc: Donald M. Covil, P.E., Compass Pointe Engineering
Brunswick County Building Inspections
Chris Baker
Wilmington Regional Office
Central Files
Npppppnccarolma
Xatura//y
North Carolina Division or Water Quality 127 Cardinal Drive Extension Wilmington, NC 28,105 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwater uality.org Fax [phone]
An EqualOpportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 080937
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
Keith A. Benton and Benton Ready Mix of Brunswick, Inc.
.Benton Ready Mix of Brunswick
197 Barnhill Road NW, Brunswick 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 October 13, 2018, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 148,700 square feet of
impervious area.
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.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 080937
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Area, ft2:
h. Permitted Storage Volume, ft3:
I. Temporary Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permitted Forebay Volume, ft3:
I. Fountain Horsepower, HP
M. Receiving Stream/River Basin:
n. Stream Index Number:
o. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
5.90
257,000
None
148,700
1.5
7ft (4ft avg)
90
41
13,322
19,236
42.2
2.5"0 pipe
8,965
1/6
UT to Williams Branch / Lumber
15-25-2-9-3
"C;Sw;HQW"
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 time 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 re -vegetation 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 080937
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw 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 a fountain in this pond is 1/6 horsepower.
The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this 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.
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.
Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 080937
13. 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.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants 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 re -issuance 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 a 13th day of October, 2008.
NO CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for o een H. ullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 080937
Benton Ready Mix of Brunswick
Stormwater Permit No. SW8 080937
Brunswick Countv
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
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 080937
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 7 of 7

Permit Number: 37
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
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 ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How l will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
,established. Provide time and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW40I-Wet Detention Basin O&M-Rev.3
Page 1 of 4

Permit Number.St4.-Y 3`7
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
Mow I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wel Detention Basin O&M-Rev.3
OCT 0 9 2008
Page 2 of 4
BY:

Permit Number: ? 37
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential problem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
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 6 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 3 feet in the forebay, the sediment shall
ho romnvvii
Sediment Removal
Bottom E"•
38.0
---------------
BASIN DIAGRAM
(fill in the blanks)
''-ft Min.
Sediment
Storage
REC F TVED
OCT 0 9 2008
Permanent Pool Elevation 41.0
Pool
\ Sediment Removal Elevation 35.0 Volum
Bottom Elevation
Storage
FOREBAV
MAIN POND
Form SW401-Wet Detention Basin O&M-Rev3 Page 3 of 4

Permit Number: W �(() S � )
(to be provided by UWQ)
acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project nante:Benton Ready Mix of Brunswick, Inc.
BMP drainage area number:(only one)
Print name:Keith A. Benton, Sr.
Title:Owner T"Vektf
Address:Post Office Box 797, Conway, SC 29528
Phone
Signat
Date: 9,22,0 B
Note: The legally responsible party should not be a homeowners association unless more than 50%of
the lots have been sold and a resident of the subdivision has been named the president.
I, T2W% v '1 - (Ityle— , a Notary Public for the State of
s C ��JJ County of %�(� do hereby certify that
Y,+� %� - 1 ]eK im1 Sf personally appeared before me this 22-.ud`
day of and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SE -AL
My commission expires 9z' / i 6.
Form SW40I-Wet Detention Basin O&M-Rev.3
Page 4 of 4

DWQ USE ONLY
Date Keceived
Fee Paid
Permit Number
U - lfxs1
5LcyD ?'U S 37
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
I. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Benton Ready Mix of Brunswick, Inc.
2. Print Owner/Signing Official's•name and title (person legally responsible for facility and compliance):
Keith A. Benton, Sr., Owner
3. Mailing Address for person listed in item 2 above:
Post Office Box 797
City:Conway State:SC Zip:29528
Phone: (843 ) 234-2872 Fax: (843 ) 369-4200
Fniail:[e-mail]
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Brunswick Ready Mix of Brunswick
5. Location of Project (street address):
197 Barnhill Road NW
City:Shallotte County:Brunswick Zip:28459
6. Directions to project (from nearest major intersection):
From the intersection of Royal Oak Road (SR 1845) and US 17 northeast of Shallotte, travel east toward
Wilmington approximately 0 7 miles 'turn left on Barnhill Road and travel approximately 0 33 miles to
7. Latitude: -780 20' 43" N Longitude:34° 00' 09" W of project
8. Contact person who can answer questions about the project:
Name: Donald M. Covil, P.E. Telephone Number: (910 1 575-5872
Email: cicovil.cpeQatmc.net
it. PERMIT INFORMATION:
I OCT o a 2008
Form SWU-I01 Version 03.27.08 Page I of4

1' Specify whether project is (check one): ®New ❑Renewal ❑Modification
2. If this application is being submitted as the result of a renewal or mortification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Reclevelop []General Permit []Universal SMP ❑Other
Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ®NPDES Stormwater
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 runoff will be collected via swales, catch basins, and storm drains and directed to a stormwater wet
2. Stormwater runoff from this project drains to the Lumber River basin.
3. Total Property Area: 8.55 acres 4. •rotal Wetlands Area: 0.36 acres
5. 100' Wide Strip of Wetland Area: (n/a) acres (not applicable if no wetlands exist or: site)
6. Total Project Area**:8.55 acres 7. Project Built Upon Area:39.9
8. I -low many drainage areas does the project have?1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density projects, complete the table with one drainage area -for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Tributary to Williams Branch
Stream Class & Index No.
C; Sw; HQW... 15-25-2-9-3
Total Drainage Area (so
257,000
On -site Drainage Area (so
257,000
Off -site Drainage Area (so
0
Existing Impervious* Area (so
0
Proposed Impervious*Area (so
148,700
% Impervious* Area (total)
57.9
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sO
6,700
On -site Streets (so
(included in parking)
On -site Parking (so
134,000
On -site Sidewalks (so
Other on -site (so
8,000
Off -site (so
Total (so:
148,700
* Impervious area is defined as the built upon area including, but not limited to, buildings,
sidewalks, gravel areas, etc.
OCT 0 9 7008
Form SWU-101 Version 03,27.08 Page 2 of

"Total project area slmll be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation. This is the area used to calculate percent project built upon area (BUA).
10. Flow was the off -site impervious area listed above
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be
downloaded from http://h2o.enr.state.nc.us/str/bmp forms htm - deed restrictions.
Form DRPC-I
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRI'C-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from 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. Forms can be downloaded from httl2://h2o.enr.state.nc.tis/su/bap forms.htm.
Form SW40I-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration'l'rench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-1ermeable Pavement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08 Page 3 of

' V1. 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 Office. (Appropriate office may be found by locating project on the
interactive online map at hup:Hh2o.enr.state.nc.us/su/msi mans.11t]
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
f�
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
h h
required as per Part IV above)
^n--
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
G/—cl
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
a e
• Calculations & detailed narrative description of stormwater treatment/management
ceh�
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and 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. (ex. designing engineer or firm)
Designated agent (individual or firm):Compass Point Engineering, PA
Mailing Address:6934-6 Beach Drive, SW
City:Ocean Isle Beach State:NC Zip:28469
Phone: (910 ) 575-5872 Fax: (910 ) 575-1214, ,
Email:[e-mail]
OCT 0 9 1.008
Vlll. APPLICANT'S CERTIFICATION
BY:__,
1, (print or type name of person lister) in General Information, item 2) Keith A. Benton, Sr.
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective cove nts will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2F1 .1000. 4
Signa
Date: 922-0 P
Fomn SWU-101 Version 03.27.08 Page 4 of

TRANSACTION REPORT
P. Ol
OCT-14-2008 TUE 10:54 AM
FOR: NCDENR
r 1 1411 1111v'
SEND
DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
OCT-14 10:52 AM 919105751214 1'43" 8 FAX TX OK 372
a< TOTAL 1M 43S PAGES: 8
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: \ Lug l'4-�� No. Pages (excl. cover): %
Express Pennitting
To: �i �� ��O C—b, . From: Sandra Exum
Co:op-oacx lo:n� �1�.0 irs�lrt.a
I J Phone [phone]
Fax: I cn' Fax: [phone]
Re: ± �= k
127 Curdinul Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Altirmativc Action Employer

NORTH CAROLINA
Department of The Secretary of State
CERTIFICATE OF AUTHORITY
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do
hereby certify that
BENTON READY -MIX OF BRUNSWICK, INC.
having filed on this date an application conforming to the requirements of the General Statutes
of North Carolina, a copy of which is hereto attached, is hereby granted authority to transact
business in the State of North Carolina.
OCj p 9 2008
IN WITNESS WHEREOF, I have hereunto
set my hand and affixed my official seal at the
City of Raleigh, this 15th day of September, 2008
Secretary of State
Documentld: C20082560028
4

State of North Carolina
Department of the Secretary of State
APPLICATION FOR CERTIFICATE OF AUTHORITY
Date Filed: 9/15/2008 10:06:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200825600284
Pursuant to §55-15-03 of the General Statutes of North Carolina, the undersigned corporation hereby applies for a Certificate of
Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the corporation is Benton Ready -Mix of Brunswick Inc ; and if the corporate name is
unavailable for use in the State of North Carolina, the name the corporation wishes to use is:
2. The state or country under whose laws the corporation was organized is: South Carolina
3. The date of incorporation was May 1, 2008 ; its period of duration is: perpetual
4. Principal office information: (Select either a or h)
a. Q The corporation has a principal office.
The street address and county of the principal office of the corporation is
Number and Street 309 Highway 544
City, State, Zip Code Conway SC 29526 County Horry
The mailing address, if different from the street address, of the principal office of the corporation is:
b. ❑ The corporation does not have a principal office.
5. The street address and county of the registered office in the State of North Carolina is:
Number and Street 197 Barnhill Road NW
City, State, Zip Code Shallotte, NC 28470 County Brunswick
6. The mailing address, if different from the street address, of the registered office in the State of North Carolina is:
Same as above.
7. The name of the registered agent in the State of North Carolina is: Keith A. Benton, Sr.
_ 8. , The names, titles, and usual business addresses of the current officers of thecorporation are (attach if necessary):
Name -- .Title Business Address -
Keith A. Benton, Sr. President 309 Hwy. 544, Conway, SC 29526
9. Attached is a Certificate of Existence (or document of similar import) duly authenticated by the Secretary of State or other
official having custody of corporate records in the state or country of incorporation. The Certificate Of Existence must he
an original and less than six months old.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
(Revised January, 2002) (Form B-09)

APPLICATION FOR CERTIFICATE OF AUTIIORlTY
Page 2
10. If the corporation is required to use a fictitious name in order to transact business in this State, a copy of the resolution of its
board of directors, certified by its secretary, adopting the fictitious name is attached.
11. This application will be effective upon filing, unless a delayed date and/or time is specified: NIA.
This is the :01-dny of �Qgf. , 2008
of Brunswick. Inc.
47
Keith A. Benton, Sr., President
Type or Print Name and Tide
NOTES:
/. Filing fee is S250. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P. O. 13OX 29622 RALEIGH, NC 27626-0622
(Revised January, 2002) (Form B-09)

The State of South Carolina
Office of Secretary of State Mark Hammond
Certificate of Existence
I, Mark Hammond, Secretary of State of South Carolina Hereby certify that:
BENTON READY -MIX OF BRUNSWICK, INC.;
a corporation duly organized under the laws of the State of'South Carolina on
May 1st, 2008, and having a perpetual duration unless otherwise indicated
below, has as of the date hereof filed all reports due this office, paid all fees,
taxes and penalties owed to the Secretary of State, that the Secretary of -State
has not mailed notice to the Corporation that it is subject to being dissolved by
administrative action pursuant to section 33-14-210 of the South Carolina Code,
and that the corporation has not filed articles of dissolution as of the date hereof.
Given under my Hand and the Grey
Seal of the State of South Carolina
6th day of May, 2008.
Mark Hammond, Secretary of State
Nate: Tnia cenllcate does not contain any rbprbsentaticn rnncerning labs or::uos o dby Dec Catalina wU TCmnn wVlrW
oryae;ion to -- $oum Cemli

6934.6 Beach Drive, SW
Ocean Isle Beach, NC 28469
Ms. Mary Jean Naugle
Division of Water Quality
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Benton Ready -Mix of Brunswick, Inc.
Shallotte, NC
Stormwater Plan Submittal
Dear Ms. Naugle:
Phone:[phone]
Fax:[phone]
Email: [e-mail]
Wednesday, October 8, 2008
We have made revisions to the subject project documents based on your comments during our
express review meeting this date. The revisions are detailed below.
I. Page 3 of the Wet Detention Basin Operation and Maintenance Agreement has been
revised by changing the bottom elevations of the main pond and forebay to be in
agreement with the project plans and calculations.
2. The stormwater pond drainage area boundary has been added to Plan Sheet C-3.
3. Stormwater Pond Sections A -A and B-B on Plan Sheet C-5 have been revised by
illustrating the elevation used for stormwater storage calculation purposes.
Enclosed you will find one copy of each of the three revised documents.
We appreciate your attention in this matter.
Sincerely,
Donald M. Covil, PE
Compass Pointe Engineering, PA
Enclosures
cc: Mr. Chris Baker, DWQ, Wilmington Regional Office
Ms. Janet Russell, DWQ, Wilmington Regional Office
Ms. Rhonda Hall, DWQ, Wilmington Regional Office
Mr. Keith Benton, Sr.
RJIH�CFT VTi
L"I'll",
BY: '510- Yu-9 37

6934-6 Beach Drive, SW
Ocean Isle Beach, NC 28469.
Mr. Chris Baker
Division of Water Quality
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Benton Ready -Mix of Brunswick, Inc.
Shallotte, NC
Stormwater Plan Submittal
Dear Mr. Baker:
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Tuesday, October 7, 2008
Benton Read -Mix of Brunswick, Inc. (BRMS) plans to construct a ready -mix concrete plant on an
8.5 acre tract of land just northeast of Shallotte. The project will include the construction of the
concrete plant, gravel driveway/parking, and accessory structures. Stormwater runoff from all
built -upon surfaces will be collected by vegetated swales and storm drainage piping and directed
to a wet detention pond.
We have enclosed the following documents in support of BRMS' request for a Stormwater
Management permit for this project:
1. Original and one copy of the Stormwater Management Permit Application Form;
2. Original and one copy of the Wet Detention Basin O & MAgreement;
3. Original of the Wet Detention Basin Supplement;
4. Two copies each of the project plans;
5. Two copies of the Hydrology & Hydraulic Calculations;
6. Two copies of the soils report; and,
7. Check in the amount of $4,000.00 to cover the express permit application processing fee.
We trust that you will find our submittal complete; nonetheless, please call should you have any
questions or comments.
We appreciate your attention in this matter.
Sincerely,
Donald M. Covil, PE
Compass Pointe Engineering, PA
Enclosures
cc: Mr. Keith Benton, Sr.

LMG
LAND MANAGEMENT GROUP INC.
Environmental Consultants
September 29, 2008
Michael A. Norton
Compass Pointe Engineering, PA
6934-6 Beach Drive SW
Ocean Isle Beach, NC 28469
Reference: Stormwater basin study for the proposed basin area for the Benton Ready
Tract, Located off of US Hwy 17S and Barn Hill Rd. near Shallotte, NC.
Dear Mr. Norton:
On September 29, 2008, Land Management Group, Inc. had the pleasure of
evaluating the proposed Benton Ready Tract stormwater basin area. The purpose of the
evaluation was to describe the soil profile, quantify the depth to the seasonal high water
table, and to inform the project engineer of any potential limitations of this project.
The soils at this site are mapped as Baymeade and Goldsboro soils in the Soil
Survey of Brunswick County (USDA, 1986). Actual soil borings 1 and 2 confirm the soil
to be a Baymeade soil series and soil boring 3 confirms the soil to be a Torhunta soil
series, Appendix B. The Baymeade soil series can best be described as soils that formed
from sandy marine sediments on flats and low ridges, the Torhunta soil series can best be
described as soils that formed from poorly drained sediment in the coastal plain.
The seasonal high water table is normally evident by observation of
redoximorphic features suggesting past conditions of saturation and reduction. There is
evidence of redoximorphic features at 21" in boring 1, 39" in boring 2 and 6" in boring 3
(see soil profile descriptions in Appendix B and Test Area Map Appendix A). No
physical water levels were recorded on May 13, 2008 within 48" of the soil surface which
was the maximum extent of our test depths, as documented in the soil profile
descriptions, Appendix B. All recorded depths are from the existing surface as noted in
the soil profile descriptions, Appendix B. The official published description and physical
and chemical data for a Baymeade and Torhunta soil series are shown in Appendix C for
comparison.
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402

R
In summary, this site has an area that is proposed for stormwater basin placement.
This area has soils that have a seasonal high water tables at 21" in boring 2, 39" in boring
2 and 6" in boring 3. if infiltration rates are required, then they can be provided at the
client's request. Please do not hesitate to contact me if you have any questions with this
report. I may be reached at 910-452-0001, 910-471-0505 or at nhowellRglmaroup.net .
Sincerely,
Nicholas Howell
NC Licensed.Soil Scientist #1294

Benton Ready Tract.
Stormwater Test Map
September 29, 2008
/— --- -
Proposed Stormwater
Retention Pond.
_ 1 J
s a
9
,a.
10
Soil Boring
Gravel Road
Easement
r d - .. 4 4.
Land Management Group, Inc.
Job # 30.08.340
Environmental Consultants *Drawing Not to Scale*
Michael Norton
P.O. Box 2522 **Drawing Provided By Others**
Drawing By N.P.H.
Wilmington, NC
v .LMGrouo.net
Phone: [phone] Fax: [phone]

Benton Ready Tract
Soil Profile Descriptions
September 29, 2008
Boring 1 Micro Ridge 1-2% Baymeade'Series
A — 0-6" Loamy Fine Sand, granular, very friable non sticky non plastic, I OYR 3/1.
Bh — 6-11" Loamy Fine Sand, non cemented, granular friable non sticky non plastic,
1 OYR 3/3.
L — I 1-16" Fine Sand, granular very friable non sticky non plastic, 2.5Y 6/4.
Btl—16-21" Fine Sandy Loam, weak medium subangular blocky friable non sticky non
plastic, 1 OYR 5/6 with 2.5Y 6/4 mottles.
Bt2 — 21-29" Loamy Fine Sand, weak medium subangular blocky friable non sticky non
plastic, 2.5Y 6/4 with 2.5Y 6/2 mottles.
BCg — 29-48" Loamy Fine Sand, weak medium subangular blocky 2.5Y 6/2 with 2.5Y
6/1 mottles.
Physical Water: NA
S14WT: 21"
Boring 2 Micro Ridge 0-1% Baymeade Series
A — 0-7" Fine Sand, granular very friable non sticky non plastic, 2.5Y 5/1.
E—11-16" Fine Sand, granular, very friable non sticky non plastic, 2.5Y 7/1.
Bh — 24-30" Loamy Fine Sand, granular very friable non cemented, 1 OYR 3/4.
Bw — 30-39" Loamy Fine Sand, weak medium subangular blocky, very friable non sticky
non plastic, 1 OYR 5/6 with 1 OYR 6/4 mottles.
Bt — 39-48" Fine Sandy Loam, weak medium subangular blocky friable non sticky non
plastic, 2.5Y 5/4 with 2.5Y 6/2 and lOYR 5/6 mottles.
Physical Water: NA
SHWT: 39"
Boring 3 Micro Low 0-1% Torhunta Series
A — 0-10" Loamy Fine Sand, granular, friable non sticky non plastic, 1 OYR 3/1.
BtgI—1'0-1T' Fine Sandy Loam, weak medium subangular blocky, slightly sticky non
plastic, 2.5Y 5/2.
Btg2—17-40" Fine Sandy Loam, weak medium subangular blocky, slightly sticky non
plastic, 2.5Y 5/2 with 2.5Y 6/3 and 2.5Y 5/6 mottles.
BCg — 40-48" Loamy Fine Sand, weak medium subangular blocky, friable non sticky non
plastic, 2.5Y 5/1 with 2.5Y 5/4 mottles.
Physical Water: NA
SI-1 WT: 6"

Appendix C
Published Description and Chemical and Physical Properties
of the Baymeade and Torhunta Soil Series

Official Series Description - BAYMEADE Series
http://www2.ftw.nrcs.usda.gov/osd/dat/B/BAYMEADE.htm]
LOCATION BAYMEADE
Established Series
Rev. REI-I:ENH
07/ 1999
NC
BAYMEADE SERIES
The Baymeade series consists of deep, well drained soils with moderately rapid permeability. They
formed in loamy and sandy marine sediments of the lower Coastal Plain. Slopes range from 0 to 12
percent. Mean annual temperature is 63 degrees F., and mean annual precipitation is 54 inches.
TAXONOMIC CLASS: Loamy, siliceous, semiactive, thermic Arenic Hapludults
TYPICAL PEDON: Baymeade sand --on a 3 percent slope under mixed hardwood and pine. (Colors are
for moist soil unless otherwise stated.)
A--O to 3 inches; dark gray (I OYR 4/1) fine sand; weak granular structure; loose; many fine and medium
roots; many uncoated sand grains; moderately acid; abrupt smooth boundary. (2 to 10 inches thick)
E--3 to 12 inches; light gray (1 OYR 7/2) fine sand; single grained; loose; many fine and medium roots;
slightly acid; gradual wavy boundary. (0 to 15 inches thick)
E/Bh--12 to 36 inches; very pale brown (I OYR 7/4) fine sand; single grained; loose; common irregular
bodies of friable organic coated sand that are dark brown (7.5YR 3/2) and brown (7.5YR 4/4) (Bh) make
up about 12 percent of this horizon; many fine and medium roots; moderately acid; abrupt smooth
boundary. (0 to 26 inches thick)
Bt--36 to 49 inches; strong brown (7.5YR 5/6) fine sandy loam; weak coarse subangular blocky
structure that parts into weak fine granular structure; very friable; many fine and medium roots;
moderately acid; gradual wavy boundary. (5 to 40 inches thick)
BC-49 to 58 inches; strong brown (7.5YR 5/6) loamy fine sand; weak fine granular structure; very
friable; few fine roots; moderately acid; gradual wavy boundary. (0 to 17 inches thick)
C1--58 to 75 inches; mottled white (10YR 8/1) and very pale brown (10YR 7/4) fine sand; single
grained; loose; moderately acid; gradual wavy boundary.
C2--75 to 78 inches; very pale brown (1 OYR 8/3) fine sand and loamy fine sand; single grained; loose;
moderately acid.
TYPE LOCATION: New Hanover County, North Carolina; Wilmington, 0.5 mile south of Dawson and
Sixteenth Streets on west side of Sixteenth Street road bank.
RANGE IN CHARACTERISTICS: Solum thickness is 35 to more than 60 inches. Reaction ranges
from very strongly acid to slightly acid, unless limed. Some pedons have extremely acid A and E
horizons.
The A or Ap horizon has hue of 1 OYR to 2.5Y value of 4 to 6, and chioma of 1 or 2 or is neutral with
I M'q onoionnv one DX

Official Series Description - BAYMEADE Series
http://www2.ftw.nrcs.usda.gov/osd/dat/B/BAYMEADE.hai-d
value of 4 to 6 with common clean grains that are white or light gray. Texture of the A horizon is sand,
fine sand, loamy sand, or loamy fine sand.
The E horizon has hue of 1 OYR or 2.5Y, value of 4 to 8, and chroma of 1 to 6 or is neutral with value of
6 to 8. Texture is sand, fine sand, loamy sand, or loamy fine sand. The Bh portion of E/Bh horizon or Bh
horizon, where present, is granular to massive with hue of 5YR to 1 OYR, value of 3 to 7, and chroma of
2to8.
The E' horizon, where present has hues of 7.5YR to 2.5Y, values of 4 to 8, and chroma of 2 to 6 or it is
neutral with values of 6 to 8. It is sand, fine sand, loamy sand or loamy fine sand.
The Bt horizon has hue of 7.5YR to 2.5Y, value of 5 to 7, and chroma of 4 to 8, Mottles are in shades of
yellow, brown, or gray at depths below 25 inches in some pedons. A gray matrix may be present in the
lower Bt horizons of some pedons. Texture is commonly sandy loam or fine sandy loam but some pedons
are sandy clay loam. The lower Bt horizon may occur as lamella of sandy loam.
The BC horizon has hue of 7.5YR to 2.5Y, value of 5 to 7, and chroma of 2 to 8. Mottles are in shades
of yellow, brown, or gray in some pedons. Texture is loamy sand, loamy fine sand, sandy loam, fine
sandy loam or in some pedons sandy clay loam.
The C horizon has hue of 7.5YR to 2.5Y, value of 5 to 8, and chroma of 1 to 8 or is mottled in shades of
these colors. Texture is sand or fine sand or stratified sandy, loamy, or clayey material. Some pedons
have thin discontinuous Bh bodies in the C horizon.
COMPETING SERIES: Ailey, Blaney, Chipola, Chisohn, Coosaw, Garcon, Gomery, Kenansville,
Remlik, Tenaha, Tomahawk, Uchee, and Valhalla in the same family. Closely related soils are the _ l a,
Eustis, Kureb, Onslow, Seagate, Wagram, and Wakulla series. All of these soils except Kureb lack
irregular intermittent Bh bodies in the EBh horizon. Kureb soils lack argillic horizons. Onslow soils lack
an arenic epipedon and contain gray mottles indicative of wetness in the Bt horizon. Seagate and
Valhalla soils have continuous Bh horizons. Seagate soils have poorer drainage.
GEOGRAPHIC SETTING: Baymeade soils occur on broad, gently sloping surfaces of the lower
Coastal Plain, generally'above 20 feet. Slopes range from 1 to 12 percent. They formed in (stratified)
interbedded sandy and loamy Coastal Plain sediments. The mean annual precipitation ranges from 47 to
60 inches and mean annual temperature ranges from 53 to 74 degrees F.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the competing Kureb and the Blanton,
Foreston, Goldsboro, Lakeland, Leon, Norfolk and Rimini series. Blanton soils have a Grossarenic
epipedon. Foreston, Goldsboro and Norfolk lack an arenic epipedon. Lakeland soils lack light gray E
horizons and an argillic horizon. Leon and Rimini soils have continuous Bh horizons, and the Leon soils
have poorer drainage.
DRAINAGE AND PERMEABILITY: Well drained; slow runoff; moderately rapid.permeability.
Measured waterlable levels at two sites show that the water table is 45 to 60 inches below the surface in
December to April and other wet periods.
USE AND VEGETATION: Most of these soils are in forest of mixed hardwood and pine. Native
vegetation is turkey oak, long leaf pine, dwarfed huckleberry, small myrtle, wire grass, and aster. Large
areas are in residential and urban uses in New Hanover County.
DISTRIBUTION AND EXTENT: Lower Coastal Plains of North Carolina and possibly South Carolina.
2 of 3 onoionno 1.14 nee

Official Series Description - 13AYMEADE Series
htq)://www2.ftw.nrcs.usda.gov/osd/dat/B/BAYMEADE.htin]
The series is extensive.
MLRA OFFICE RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: New Hanover County, North Carolina; 1973.
REMARKS: Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface to a depth of 36 inches (the Ap and E horizons)
Arenic feature - the zone of sandy sediments from 0 to 36 inches (the A, E, E/Bh horizons)
Argillic horizon - the zone from a depth of 36 to 58 inches (the Bt and BC horizons)
ADDITIONAL DATA: None
TABULAR SERIES DATA:
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NCO083 BAYMEADE 0- 12 59- 63 190-250 46- 57 20- 70
SOI-5 F1oodL F1oodH Watertable Kind Months Bedrock Hardness
NCO083 NONE 4.0-5.0 APPARENT DEC -APR 60-60
SOI-5
Depth
Texture
3-Inch
No-10
Clay%
-CEC-
NC0083
0-36
FS S
0- 0
100-100
0- 6
1- 3
NCO083
0-36
LS LFS
0- 0
100-100
5-13
1- 4
NCO083
36-49
FSL SCL SL
0- 0
100-100
8-26
2- 6
N00083
49-78
LFS S SL
0- 0
100-100
0-12
0- 3
SOI-5
Depth
-pH-
O.M.
Salin
Permeab
Shnk-Swll
NCO083
0-36
4.5- 6.5
.5-1.
0-
0
6.0-
20 LOW
NCO083
0-36
4.5- 6.5
.5-1.
0-
0
6.0-
20 LOW
NCO083
36-49
4.5- 6.5
0.-.5
0-
0
2.0-
6.0 LOW
NCO083
49-78
4.5- 6.5
0.-.5
0-
0
6.0-
20 LOW
National Cooperative Soil Survey
U.S.A.
3 of 3 9/29/2008 2:25 PN

Official Series Description - TORHUNTA Series
http://www2.ftw.nrcs.usda.gov/osd/dat/T/TORHUNTA.htmi,
LOCATION TORHUNTA NC+GA SC VA
Established Series
HJB-DLN/Rev. JAK
07/1999
TORHUNTA SERIES
The Torhunta series consist of very poorly drained soils in upland bays and on stream terraces in Coastal
Plain. Slopes range from 0 to 2 percent.
TAXONOMIC CLASS: Coarse -loamy, siliceous, active, acid, thermic Typic Humaquepts
TYPICAL PEDON: Torhunta fine sandy loam --cultivated.
(Colors are for moist soil unless otherwise stated.)
Ap--O to 9 inches; black (l OYR 2/1) fine sandy loam; weak medium granular structure; friable; many
fine roots; strongly acid; abrupt wavy boundary. (0 to 12 inches thick.)
A--9 to 15 inches; very dark gray (I OYR 3/1) loamy sand; weak medium granular structure; very friable;
many fine roots; thin coats of organic matter on grains; very strongly acid; gradual wavy boundary. (4 to
15 inches thick.)
Bg--15 to 40 inches; dark grayish brown (1 OYR 4/2) fine sandy loam; weak fine subangular blocky
structure; friable; slightly sticky and slightly plastic; many fine roots in upper part; thin silt coatings on
sand grains; few loamy sand and sand pockets; extremely acid; gradual wavy boundary. (10 to 25 inches
thick.)
Cg1--40 to 48 inches; dark grayish brown (1 OYR 4/2) loamy sand; common medium faint gray (1 OYR
5/1) and brown (I OYR 5/3) mottles; single grained; very friable; few sand pockets; extremely acid;
diffuse wavy boundary. (0 to 10 inches thick.)
Cg2--48 to 80 inches; grayish brown (1 OYR 5/2) sand; single grained; loose; uncoated sand grains; very
strongly acid.
TYPE LOCATION: Wayne County, North Carolina; 1.5 miles south of New Hope; 0.4 mile northeast
of intersection of Roads 1712 and 1713, 50 feet south of Road 1713 and 50 feet northeast of power line
poles.
RANGE IN CHARACTERISTICS: Torhunta soil has loamy textured horizons that range from 20 to 50
inches thick. The soil reaction ranges from extremely acid through strongly acid, unless the surface has
been limed.
The Ap or A horizon has hue of 1 OYR, 2.5Y, or it is neutral, value of 2 or 4, and chroma of 0 to 2. It is
sandy loam, fine sandy loam, loam, loamy sand or their mucky analogues.
The Bg horizon has hue of 1 OYR, 2.5Y, or it is neutral, value of 4 to 6, and chroma of 0 to 2. Mottles are
in shades of brown or yellow. It is sandy loam or fine sandy loam.
t of i ninn nnno Inc nw

OtTcial Series Description - TORHUNTA Series
http://www2.ftw.nrcs.usda.gov/osd/dat/T/TORJiUNTA.htnil
The BCg horizon, where present, has hue of 1 OYR, 2.5Y, or it is neutral, value of 4 to 7, and chroma of
0 to 2. Mottles are in shades of yellow or brown. It is sandy loam, fine sandy loam, loamy sand, or sand.
The Cg horizon has colors of the BCg horizon and in addition, has hue of 5GY or 5G, value of 4 to 6,
and chroma of 1. It is loamy sand, loamy fine sand, sand, or sandy loam.
COM PETING SERIES: There are no other series in the same family. Arapahoe, Johnston, Mullica,
Pickney, Pocomoke, Portsmouth, Rutlege, Weeksville, and Weston series are in closely related families.
Arapahoe and Mullica have mixed mineralogy. Arapahoe is also nonacid. Johnston and Pickney soils
have an umbric epipedon more than 24 inches thick. Pocomoke, Portsmouth, and Weston soils have
argillic horizons. Rutlege soils are sandy throughout. Weeksville soils are coarse -silty.
GEOGRAPHIC SETTING: Torhunta soils are on nearly level stream terraces and upland bay areas in
the Coastal Plain. Slope gradients are less than 2 percent. The soil formed in coarse to medium textured,
marine or fluvial deposits. At the type location, mean annual temperature is 63 degrees F. and mean
annual rainfall is about 48 inches.
GEOGRAPHICALLY ASSOCIATED SOILS: In addition to the Rutlege series, these include Johns,
Lumbee, Lynchburg, and Rains series. Johns, Lumbee, Lynchburg, and Rains soils have more than 18
percent clay in the Bt horizons and lack the thick, dark colored A horizons.
DRAINAGE AND PERMEABILITY: Very poorly drained; slow runoff, moderately rapid
permeability. The water table is at or near the surface 2 to 6 months annually.
USE. AND VEGETATION: Approximately 2/3 of these soils are in pine forest with pond and loblolly
being the principal species. About 1 /3 of the soil area has been drained and is used for growing com,
soybeans, small grain, and pasture grasses.
DISTRIBUTION AND EXTENT: Widely distributed over the Coastal Plain of Florida, Georgia, North
Carolina, South Carolina, and Virginia. The series is extensive.
MLRA OFFICE RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Robeson County, North Carolina; 1972.
REMARKS: Torhunta soils were formerly included in the Pocomoke series. CEC activity class added
4/99 by JAK.
Diagnostic horizons and features recognized in this pedon are:
Umbric epipedon - the zone drom the surface to a depth of 15 inches. (The Ap and A horizons)
Cambic horizon - the zone between a depth of 15 to 40 inches.
(The Bg horizon)
Aquic moisture regime - chromas of 2 or less below a depth of 9 inches.
TABULAR SERIES DATA:
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NCO067 TORHUNTA 0- 2 59- 70 210-250 42- 60 25- 170
SOI-5 F1oodL F1oodH Watertable Kind Months Bedrock Hardness
NCO067 NONE COMMON 0.5-1.5 APPARENT NOV-MAY 60-60
I „cv nnnnnno i.ic on,

Or7icial Series Description - TOR] IUNTA Series
http://www2.ftw.nres.usda.gov/osd/dat/T/TORHUNTA.htni
SOI-5 Depth Texture 3-Inch No-10 Clay% -CEC-
NC0067 0-15 MK-L MK-FSL MK-SL 0- 0 95-100 5-18 10- 17
NC0067 0-15 FSL L LFS 0- 0 95-100 5-18 3- 12
NC0067 15-40 SL FSL 0- 0 95-100 5-18 1- 9
NC0067 90-80 LS S SL 0- 0 95-100 2-18 1- 3
SOI-5 Depth -pH- O.M. Salin Permeab Shnk-Swll
NCO067 0-15 3.5- 5.5 10-15 0- 0 0.6- 2.0 LOW
NCO067 0-15 3.5- 5.5 3.-10 0- 0 2.0- 6.0 LOW
NCO067 15-40 3.5- 5.5 .5-2. 0- 0 2.0- 6.0 LOW
NCO067 90-80 3.5- 6.5 .5-1. 0- 0 6.0- 20 LOW
National Cooperative Soil Survey
U.S.A.
3 of 3 ononnnc c os pkv

Re: Benton Ready -Mix of Brunswick
Subject: Re: Benton Ready -Mix of Brunswick
From: "Don Covil" <[e-mail]>
Date: Fri, 26 Sep 2008 08:13:18 -0400
'ro: "Janet Russell" <Janet.Russell cr ncmai1.net>
CC: "michael Norton" <[e-mail]>
Thanks Janet. Have a good weekend.
Donald M. Covil, P.E.
Compass Pointe Engineering, PA
6934-6 Beach Drive, SW
Ocean Isle Beach, NC 28469
[phone]
----- Original Message ----- From: "Janet Russell" <[e-mail]>
To: "Don Covil" <[e-mail]>; <[e-mail]>
Sent: Thursday, September 25, 2008 2:35 PM
Subject: Benton Ready -Mix of Brunswick
September 25, 2008
*Benton Ready -Mix of Brunswick*
Gentlemen:
The Express submittal meetings have been scheduled as follows:
*Chris Baker / Stormwater on October 8, 2008 at 9:00 AM* here in the Wilmington
Regional Office, 127 Cardinal Drive Ext.
*Rhonda Hall / Erosion Control on October 8, 2008 at 9:30 or 9:45 AM* immediately
following Chris' meeting
_The applicant or an assistant must attend the meeting .
Please review the checklist for a complete stormwater submittal on the BMP Manual
website. The link to the BMP Manual is attached, submittal requirements. Note
that plans should be submitted folded to 9" x 14" to fit our file system. Please
include a copy of the soils report with the stormwater application that clearly
identifies the seasonal high water table near the proposed detention pond. Show
the shwt location on the pond cross-section.
Please respond within 2 business days to confirm and reserve the submittal meeting
date/times.
Thanks,
Janet Russell
Express Coordinator
1 of 1 9/26/2008 8:36 AM