NCG020706_COMPLETE FILE - HISTORICAL_20140721 (2)

STORMWATER DIVISION CODING SHEET
RESCISSIONS
PERMIT NO.
/VC 6 Oz 010�p
DOC TYPE
❑COMPLETE FILE -HISTORICAL
DATE OF
RESCISSION
❑ � O � � D 702 J
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. R.S. Lawter, Jr.
Briley Farms
3801 Black Creek Road
Wilson, NC 27893
Dear Mr. Lawter:
John E. Skvarla, III
Secretary
July 21, 2014
Subject: Rescission of NPDES Storrwater Permit
Certificate of Coverage Number NCG020706
Briley Sand Mine
Beaufort County
On May 13, 2014, the Division of Energy, Mineral and Land Resources received your request to rescind your
coverage under Certificate of Coverage Number NCG020706, In accordance with your request, Certificate
of Coverage Number NCG020706 is rescinded effective immediately.
Operating a treatment facility, discharging wastewater or discharging specific types of stormwater to waters
of the State without valid coverage under an NPDES permit is against federal and state laws and could result
in fines. If something changes and your facility would again require stormwater or wastewater discharge
permit coverage, you should notify this office immediately. We will be happy to assist you in assuring the .
proper permit coverage.
If the facility is in the process of being sold, you will be performing a public service if you would inform the
new or prospective owners of their potential need for NPDES permit coverage.
If you have questions about this matter, please contact Julie Ventaloro at 919-807-6370, or the Stormwater
staff in our Washington Office at 252-946-6481
Sincerely,
ORIGINAL SIGNED BY
BETHANY GEORGOULIAS
for Tracy E. Davis, PE, CPM, Director
Division of Energy, Mineral and Land Resources
cc: Washington Regional Office — T. Edgerton
Deborah Reese, DEMLR Budget Office — Please waive fees.
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section - Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-92001 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: http://portal.ncdenr.org/webAr/
An Equal Opportunity k Affirmative Action Employer — 50% Recycled k 10% Post Consumer Paper

Ventaloro, Julie
From:
Edgerton, Thom
Sent:
Wednesday, July 16, 2014 4:03 PM
To:
Ventaloro, Julie
Cc:
Mcclain, Pat; Bennett, Bradley
Subject:
RE: Rescission Request NCG020706 Briley Sand Mine
Attachments:
Rescission Request NCG020706 Briley Sand Mine; Rescission Inspection Report.pdf
Follow Up Flag:
Fallow up
Flag Status:
Flagged
Mello,
The mine has been reclaimed and there is no activity at the site. I recommend to rescind NCG020706.
See the attached inspection report and let me know if you additional information.
Thanks,
Thom
Thom Edgerton, Environmental Engineer
North Carolina Department of Environment and Natural Resources (NCOENR)
Division of Energy, Mineral, and land Resources(DEMLR)
Land Quality Section (LQ)
Washington Regional Office (WaRO)
943 Wash}ngton Square Mall
Washington, NC 27889
[phone] Phone
E-mall correspondence may be subject to the North Carolina Public Reco+ds Law and maybe disclosed tV third parties.

Pickle, Ken
From: Deborah Reese
Sent: Monday, May 12, 2014 4:23 PM
To: Pickle, Ken
Subject: RE: Stormwater Customer Phone Call
Thanks, Ken
Deborah Williams -Reese
DENR/Division of Energy, Mineral and Land Resources
Land Quality Section
1612 MSC/Raleigh, NC 27699-1612
Office 919-707-9220
[e-mail]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Pickle, Ken
Sent: Monday, May 12, 2014 4:20 PM
To: Deborah Reese
Cc: Bennett, Bradley
Subject: RE: Stormwater Customer Phone Call
Thanks, Deborah,
I spoke with Butch, and I showed him where our rescission request form is located on our website, and he will send it in
soot).
• Butch doesn't want to pay the $100 billing he just received for the stormwater permit. He is 2 years in arrears.
He reports that the sand pit has been closed down since 2012.
I advised we would certainly forgive the current billing of $100 for the period March 2014 — February 2015, but
that I would have to talk with Bradley about whether we will forgive the other past due $100 for the period
March 2013 — February 2014.
I advised that we will not rescind the permit until/unless our regional office staff report that all mining has
ceased and that significant threats to storrwater runoff quality no longer exist. Butch responded that he would
go by the sand pit this week to check out the site conditions.
Ken
Ken Pickle
Environmental Engineer
NCDENR I DEMLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]

Email: ken. pickle@)ncden)r.nov
Website: htto_//portal.ncdCnr.ora/weblir/stormwa gg
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations.**
From: Deborah Reese
Sent: Monday, May 12, 2014 3:49 PM
To: Pickle, Ken
Subject: Stormwater Customer Phone Call
Ken,
Please tali Butch Slaughter w/ST Wooten at [phone] regarding, Permit NCG020706. The site is no longer active
and mining permit released. Thank you.
Deborah Williams -Reese
DENR/Division of Energy, Mineral and Land Resources
Land Quality Section
1612 MSC/Raleigh, NC 27699-1612
Office 919-707-9220
[e-mail]
..............................................
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third Parties.

W OF W A T�q
>
P 'C
March 23, 2007
Mr. Richard E. Vick
Vice President
S.T. Wooten Corporation
3801 Black Creek Road
Wilson, NC 27894
Michael R Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department or Environment and Natural Resources
Alan W. Klimek, P.E. Director
. Division or Water Quality
Subject: General Permit No. NCG 020000
Briley Sand Mine
COC NCG020706
Beaufort County
Dear Mr. Vick:
In accordance with your application for a discharge permit received on March 7, 2007, we are
forwarding herewith the subject certificate of coverage to discharge under the subject state — NPDES
general permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-
21-5:1-and-the-Memorandum-of-Agreement-between-North-Carolina-and-the-US-Eltvironmcntal-Protection ----
Agency dated May 9, 1994 (or as subsequently amended).
Please take notice that this certificate of coverage is not transferable except after notice to the
Division of Water Quality. The Division of Water Quality may require modification or revocation and
reissuance of the certificate of coverage. Please also note the requirement to, have a Stormwater Pollution
Prevention Plan and to comply with the cut off concentrations listed in the permit.
This permit does not affect the legal requirements to obtain other permits which may be required
by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area
Management Act or any other federal or local governmental permit that may be required.
If you have any questions concerning this permit, please contact Kelly Johnson at telephone
number [phone] ext. 376.
Sincerely,
ORIGINAL SIGNED EY
BRADLEY BENNE-f't
Alan W. Klimek, P.E.
CC' Washington Regional Office, Al Hodge
Central Files
Stormwater Permitting Unit Files
"o`
N�hCarolina
enc., Certificate of Coverage I/Vafut'rt11y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ngWglcMuality.org Location: 512 N. Salisbury5t. Ralcigh, NC 27604 Fax [phone] ' ' 1-877-623-6748
An Equal OpportunitylAffirmative Action Employer — 50% Recycledll0% Post Consumer Paper

S
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG020000
CERTIFICATE OF COVERAGE No. NCG020706
STORMWATER DISCHARGES'
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
S.T. Wooten Corporation .
is hereby authorized to discharge stormwater from a facility located at
Briley -Sand Mine
375 Page Road
Washington
Beaufort County
to receiving waters designated as Mitchell's Branch, a class C, SW, NSW water in the Tar
Pamlico River Basin, in accordance with the effluent limitations, monitoring requirements, and
other conditions set forth in Parts 1,11, III, IV, V, and VI of General Permit No. NCG020000 as
attached.
This certificate of coverage shall become March 23, 2007.
This Certificate of Coverage shall remain in effect for the duration of the General Pen -nit.
Signed this 23`d day of March 2007.
ORIGINAL SIGNED BY
BRADLEY C16NNETT
for Alan W. Klimek, P.E., Director
Division of Water Quality
By the Authority of the Environmental Management Commission

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Latitude: 35135'44" N NCG020706
Longitude: 77106'04"W
CBriley Sand Mine
County: Beaufort
Stream Class: C, SW, NSW
Receiving Stream: Mitchell's Branch
Sub -basin: 03-03-06 (Tar Pamlico River Basin)
Facility fir_ JS
Location
effollcm Not to scale

1 0 envision of Water Quality / Water Quality Section
NCDENRNational Pollutant Discharge Elimination System
Nw+ C-b—oc+ -twf O�
[iwMprNGlr fMO M/1/1{K f
NCG020000
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under Genera! kfils-AN)
NCG020000:
STORMWATER DISCHARGES associated with activities classified as: 9 0
SIC' 14 Mineral Mining Industry (except as specified below)
The following activities are also included: f
Active or inactive mining operations (including borrow pits) that discharge stormwater cori ted*ith
that has come in contact with, any overburden, raw material, intermediate products, finis
byproducts or waste products located on the site of such operations
Stormwater from vehicle maintenance activities at mining operations; overflow from facilities that recycle
process wastewater; and/or mine dewatering
The following activities are specifically excluded from coverage under this General Permit:
Peat mining, coal mining, and metal mining
Stormwater discharges from mining operations which are intermixed on site with stormwater from asphalt
operations, and oil and gas extraction operations
1) Mailing address of owner/operator:
Name
Street Address
City
Telephone No.
"Standard Industrial Classification Code
(Please print or type)
S.T. Wooten Corporation
3801 Black Creek Road
Wilson
252 291 5165
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
State NC ZIP Code 27894
Fax: [phone]
` Address to which all permit correspondence w€II be mailed
Briley Sand Mine
Butch Lawter
4747 US Highway 264 East
Washington State NC ZIP Code 27889
Beaufort
252 291 5165
3) Physical Location Information:
Fax: [phone]
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). US 264 West from Washington. Turn left on
Page Road. Project is at the intersection of Page Road and US 264,
(A copy of a county map or USGS quad sheet with facility dearly Located on the map is required to be Submitted with this application)
Page 1 of 4
S WU-217-101701

m
NCG020000 N.Q.I.
4) This NPDES Permit Application applies to which of the following*
® New or Proposed Facility Date operation is to begin April 2007
❑ Existing
5) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code-, 1442
6) Provide a grief narrative description of the types of minerals mined at this facility: sand
7) Discharge Points:
Number of discharge points (ditches, pipes, channels, etc. that convey discharges from the property):
Stormwater; 1 Mine dewatering. 5 Process Wastewater Overflow:
Please provide short narrative description of discharges: Stormwater from surface runoff. Discharge from
dewatering activities
B) Receiving waters:
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? Mitchell's Creek
If the site Stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer rSyStern (e.g. City of Raleigh municipal storm sewer). NA
9) Does this facility have any other NPDES permits?
M No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permits)?
© No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices for Stormwater control?
❑ No
lJ Yes
If yes, please briefly describe: Buffers, swales and other devices in accordance with an approved
sedimentation and erosion control plan.
12) Does this facility have a Stormwater Pollution Prevention Plan?
0 No
❑ Yes
If yes, when was it implemented?
13) Are vehicle maintenance activities occurring at this facility?
® No ❑ Yes
14) Are mine dewatering discharges occurring?
❑ No ❑ Yes
SVVU-217-101701
Page 2of4

NCG020000 N.O.I.
15) Are discharges of overflows from process wastewater treatment systems occurring?
❑ No
❑ Yes
If yes, answer the following questions on the wastewater treatment system:
a) Please describe the type of process used to treat and/or recycle the process wastewater. Give design
specifics (i.e. design volume, retention time, surface area, etc.). Existing treatment facilities should be
described in detail and design criteria or operational data should be provided (including calculations) to
ensure that the facility can comply with requirements of the General Permit. [Use separate sheet(s)]
Note: Construction of any wastewater treatment facilities require submission of twee (3) sets of plans and
'specifications along with their application. Design of treatment facilities must comply with requirements
15A NCAC 2H .0138. If construction of wastewater treatment facilities applies to the discharge of process
wastewater, include three sets of plans and specifications with this application.
b) Does this facility employ chemical additives to flocculate suspended solids?
® No
❑ Yes
If yes, please state the name, manufacturer and the quantity of average daily usage of the chemical
additive
c) Does this facility overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event?
❑ No ® Yes
16) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
® No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
® No ❑ Yes
d) if you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor:
Vendor address:
17) Certification:
North Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report,
plan or other document filed or required to be maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article, or who falsifies, tampers with or knowingly renders inaccurate any
recording or monitoring device or method required to be operated or maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine
Page 3of4
SWU-217-101701

NCG020000 N.O.I.
not to exceed $10,000, or by Imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a
punishment by a Tine of not more than $10.000 or imprisonment not more than 5 years, or both, for a similar offense.)
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
I agree to abide by the following as a part of coverage under this General Permit:
1. 1 agree to abide by the approved Mining Permit for this mining activity. (A copy of the valid
mining permit must be attached to this request.
2. 1 agree to not discharge any sanitary wastewater from this mining activity except under the
provisions of another NPDES permit specifically issued therefore.
3. 1 agree that bulk storage of petroleum products and other chemicals shall have adequate
protection so as to contain all spills on the site.
4. 1 agree that solid wastes will be disposed of in accordance with N.C. statutes and rules
governing solid waste disposal.
5. 1 agree that maintenance activities for vehicles and heavy equipment will be performed so as to
not result in contamination of the surface or ground waters.
I agree to abide by the provisions as listed above and recognize that the provisions are to be considered as
enforceable requirements of the General Permit
I certify that I am familiar with the information contained in this application and that to the best of my knowledge
and belief such information is true, complete, and accurate. ,
Printed Name ,of Person ping: L ` �, Ic
Title: V i [ 'e___ rc s z�. S', ► l:•�c �� e .ti (fir r o r,✓ A o
(Signature df Applicant)
add)2(2N '� ZcxN 7
(Date Signed)
Notice of Intent must be'accompanied by a check or money order for$80.00 made payable to:
NCDENR
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
E Check for $80 made payable to NCDENR
© This completed application and all supporting documents
® Copy of the valid approved mining permit for the facility
® Copy of county map or USGS quad sheet with location of facility clearly marked on map
Mail the entire package to:
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
Page 4 of 4
SWU-217-101701

ncg 020706 briley sand mine - s.t. wooten
Subject: ncg 020706 briley sand mine - s.t. wooten
From: Al 1-lodge <ALHodge cr ncmaiI.net>
Date: Wed, 21 Mar 2007 06.40.23 -0500
To: Kelly Johnson <kelly.p.johnson a ncmail.net>
hi kelly:
i have reviewed the package and recommend a dewatering per;mit be granted
any questions pleas call
thanks
Al Hodge
Division of water Quality
Surface Water Protection
Washington Regional Office
Regional Office 252-946-6481
Direct 252-948-3844
fax- 252-946-9215
1 of 1 3/21/2007 6:52 AM

20 March 2007
• This facility has an operation and monitoring plan including groundwater
monitoring and the preservation of the hydrology of the surrounding wetland,
• This facility is a sand mine, and therefore does not require an A to C, see Part III,
Section C (2).
• This facility uses an erosion and sediment control device (a proprietary one) that
should keep them below the mine dewatering limits (Table 9).
• This facility does not use flocculates.
• The existing pond on the map is outside the permitted limits (pond volume
requirements in Part III, Section B not apply).

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
ORM ID: SAW-2007962107 County: Beaufort C'00"b
NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED
ECEMED
Property Owner / Agent: J. D. Briley
Address: 4747 US Highway 264E MAR 3 2007
/�Greenville,'North'Carolina 2.783_4
Telephone Number:
DWQ-WARO
Size and Location of Property (waterbody, road name/number, town, etc.): The proiect boundaries
encompass approximately 56 acres of farm fields. The property is located on the northeast side of
US Highway_ 264, behind the new Ford dealership, on the west side of Mitchell Branch_. Mitchell
Branch is a tributary to Tranters Creek which connects to the Tar River.
Descri tion of Activi : A sand mine is proposed on this site. There are no iurisdictional wetlands
within the proiect boundaries. A large agricultural ditch is claimed as 'Waters of the US' because
the ditch exhibits an ordinary high water marls and eventually connects to Mitchell Branch. The
plans show the excavation limits not impacting this iurisdictional ditch.
Your work as proposed does not require Department of the Army authorization for the following
reason(s):
_ There are no jurisdictional waters or wetlands within the boundaries of the property.
X The proposed project does not impact jurisdictional waters or wetlands.
_ The proposed project is exempt from Department of the Army regulation.
Specify:
This Department of the Army determination does not relieve the permittee of the responsibility to obtain
any other required Federal, State, or local approvals/permits. The permittee may need to contact
appropriate State and local agencies before beginning work.
For any activity within the twenty coastal counties, before beginning work, you must contact the N.C.
Division of Coastal Management in Washington, North Carolina, at [phone]'to discuss any
required State authorization.
Any changes in the above described work must be coordinated with the Corps of Engineers prior to
commencement. If you have any questions regarding the Corps of Engineers regulatory program, please
contact William Wescott at telephone number (252) 97J-1616 ext. 31.
Regulatory Project Manager
Date: 03/13/2007
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.

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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
ORM ID: SAW-2007962107 County: Beaufort
NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED
Property Owner / Agent: J. D. Briley R F. `� .0 V E D
Address: 4747 US Highway 264E
Greenville, North Carolina 27834 MAR 13 2007
Telephone Number:
DWQ-WARD
Size and Location of Property(waterbody, road name/number, town, etc.): The project boundaries
encompass approximately 56 acres of farm fields. The property is located on the narthcast side of
US Highway 264 behind the new Ford dealership, on the west side of Mitchell Branch. Mitchell
Branch is a tributary to Tranters Creek which connects to the Tar River.
Description of Activity: A sand mine is proposed on this site. There are no jurisdictional wetlands
within the proiect boundaries. A large agricultural ditch is claimed as 'Waters of the US' because
the ditch_ exhibits an ordinary. high water mark_ and eventually connects to Mitchell Branch. The
plans show the excavation limits not impacting this jurisdictional ditch. ^
Your work as proposed does not require Department of the Army authorization for the following
reason(s):
_ There are no jurisdictional waters or wetlands within the boundaries of the property.
X The proposed project does not impact jurisdictional waters or wetlands.
_ The proposed project is exempt from Department of the Army regulation.
Specify:
This Department of the Army determination does not relieve the permittee of the responsibility to obtain
any other required Federal, State, or local approvals/permits. -The permittee may need to contact
appropriate State and local agencies before beginning work.
For any activity within the twenty coastal counties, before beginning work, you must contact the N.C.
Division of Coastal Management in Washington, North Carolina, at [phone] to discuss any
required State authorization.
Any changes in the above described work must be coordinated with the Corps of Engineers prior to
commencement. If you have any questions regarding the Corps of Engineers regulatory program, please
contact William Wescott at telephone nlfnber [phone] ext. 31,
Regulatory Project Manager
Date: 03/13/2007
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.

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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
ORM ID: SAW-20079621.07 County: Beaufort
NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED
RE, GEOVED
Property Owner / Agent: J. D. Briley
Address: ,4747 US Highway 264E MAR -1 3 2007
Greenville, North Carolina 27834
Telephone Number: ®WQ-WaRO
Size and Location of Property(waterbody, road name/number, town, etc.): The project boundaries
encompass approximately 56 acres of farm fields. The property is located on the northeast side of
US Hi h�La 264 behind the new Ford dealership, on the west side of Mitchell Branch. Mitchell
Branch is a tributary to Tranters Creek which connects to the Tar River.
Description of Activity: A sand mine is proposed on this site. There are no jurisdictional wetlands
within the project boundaries. A larse agricultural ditch is claimed as 'Waters of the US' because
the ditch exhibits an ordinary hi h water mark and eventually connects to Mitchell Branch. The
plans show the excavation limits not impacting this jurisdictional_ditch.
Your work as proposed does not require Department of the Army authorization for the following
reason(s):
_ There are no jurisdictional waters or wetlands within the boundaries of the property.
X The proposed project does not impact jurisdictional waters or wetlands.
The proposed project is exempt from Department of the Army regulation.
Specify:
This Department of the Army determination does not relieve the permittee of the responsibility to obtain
any other required Federal, State, or, local approvals/permits. - The permittee may need to contact
appropriate State and local agencies before beginning work.
For any activity within the twenty coastal counties, before beginning work, you must contact the N.C.
Division of Coastal Management in Washington, North Carolina, at [phone] to discuss any
required State authorization.
Any changes in the above described work must be coordinated with the Corps of Engineers prior to
commencement. If you have any questions regarding the Corps of Engineers regulatory program, please
contact William Wescott at telephone nWber (252) 97�4616 ext. 31.
Regulatory Project Manager
Date: 03/13/2007
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.

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ITHERS
� Apprgiximate Location of Wetlands •,_:_' _'. . - �_+.- _.._ n �„ r i= � r a ; 3 SURVEYORS c

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•
•
S.T. Wooten Briley Pit Dewaterin
NCC���
Introduction
Project Description
The `Briley Pit' is an open pit mine that has recently been permitted by the North Carolina
Division of Land Quality in accordance with the requirements of G.S. 74-51 of The Mining Act
of 1971. Subsurface investigations have revealed select fill material meeting NCDOT
Specifications to depths of approximately twenty-two feet. It is anticipated that the mine will be
excavated to that depth, with the majority of the excavated material being used on the NCDOT
Highway 17 Bypass project in Washington, NC. In order to efficiently mine the material and
meet the anticipated project schedule, S.T. Wooten Corporation, the mine owner, intends to
dewater the excavation as part of their operation.
Project Location
The site is located on a portion of Beaufort County Parcel Numbers 15022307 and 15019477,
within the City of Washington's Extra Territorial Jurisdiction. The site is situated immediately
east of NCSR 1456 (Page Road), between US Highway 264 and NCSR 1407 (Leggett Road).
The site is within the Tar -Pamlico River basin and is adjacent to Mitchell Branch (Stream Index
No, 28-103- 6, Class C, w, NSW). A vicinity map is provided in the Appendix.
/ Regulatory Requirements
Mining Permit No. 07-54 was issued for the `Briley Pit' under the requirements of The Mining
Act of 1971. A copy of the permit is found in the Appendix.
Operating Condition I.A. of the mining permit states that "Any wastewater processing or mine
dewatering shall be in accordance with the permitting requirements and rules promulgated by the
N.C. Environmental Management Commission". North Carolina General Statute 143-215.1
permits the discharge of mine dewatering, which is permitted under General Permit No.
NCG020000. As part of this dewatering plan, a Notice of Intent for a General Permit No.
NCG020000 is being filed with the North Carolina Division of Water Quality.
As part of the General Permit, an Operation'and-Monitoring Plan will be -implemented due to the
potential to drain wetlands adjacent to -the mine. The plan will conform to published monitoring
requirements for mine dewatering wastewater as listed below.
Page 2

S.T. Wooten Briley Pit Dewaterin �-
LMonitorin Reouir ments Q
Discharge Characteristics Effluent Limitations
Monthly Average Daily Maximum ['t`
Settable Solids (ml/1) 0.1 ml/l 0.2 ml/l
Total Suspended Solids (mg/1) 25 mg/l 45mg/l
pH Range (s.u.) n/a 6.0 — 9,0
Turbidity (NTU) n/a 50 NTU
Total Flow (MG) n/a n/a
Additionally, groundwater monitoring strategies to demonstrate the effect of pumping will be
implemented. Wetland impacts are to be avoided or minimized in accordance with State and
Federal Regulations. These impacts include stress to wetland vegetation caused by the loss of
ground water from the mining operation. A portion of this plan will address the means and
methods to avoid those impacts.
Site Characteristics
The mine site comprises 56 acres +/- of a parent tract that has historically been in cultivation.
The vast majority of the parent tract is cleared and actively farmed, while the remaining acreage
is forested. The mine site is limited to the cleared portion of land that has been in active
cultivation. Much of the forested land represents wetland and riparian areas around Mitchell
Branch. Farm roads and farm ditches bound the site on the southwest, northern and northeast
sides. Mitchell Branch and its associated wetlands and riparian buffers comprise the southern
boundary.
During an on -site determination by the North Carolina Division of Water Quality, the drainage
ditches comprising the northern mine limits were determined to be exempt from to the Tar -
Pamlico Riparian Buffer Rules. The U.S, Army Corps of Engineers has also determined that no
jurisdictional wetlands are associated with those ditches. Copies of these determinations are
provided in the Appendix.
A pond of approximately 3.5 acres in size is located in the southwest corner of the property. The
pond has formerly been a borrow pit for on -site use, and there are no plans for any excavation or
dewatering in this area.
The USDA National Cooperative Soil Survey indicates predominately Sb (Seabrook Loamy
Sand), AaA (Alta Vista fine sandy loam), and To (Tomotley fine sandy loam) in -situ soils. A
subsurface investigation was conducted by S.T. Wooten Corporation in January 2007. The
Page 3

S.T. Wooten Briley Pit Dewatering
borings extended to depths varying from 15 to 22 feet deep. Soils within the upper 2 feet are
classified as clayey silt and topsoil. Fine to coarse grain sands were encountered to depths of 22
feet, with no significant presence of silt or clay fines. The groundwater table was found to be
generally located within 5 feet of natural ground. A map showing boring locations along with the
boring logs and analyses are found in the Appendix.
Proposed Dewatering Plan i-o�����
Two areas are designated for excavation for the project; Pit A and Pit B. Only Pit A is being
tcon.s_idered for _dewatering_at this time.
Dewatering will be accomplished using a perimeter well point system. A combination of two
and three inch well points will be installed at intervals of six feet on center to a depth of
approximately twenty-five feet along the perimeter of the excavation. The well points will be
connected by a header pipe. Five twelve inch rotary pumps will be used to drive the system,
which will ultimately outlet into Mitchell Branch. Details for the system layout, pumps and
other appurtenances can be found in the Appendix.
In order to affect an initial groundwater drawdown, flows of 2,000 gpm can be expected for
approximately six weeks. Following the initial drawdown, flow rates just less than 500 gpm can
be expected to maintain the desired groundwater level for excavation. Discharge will be
measured and recorded by an in-Iine flow meter. Flow rates will be measured quarterly and the
results will be provided to the Division of Water Quality.
In order to ensure that Mitchell Branch provides an.adequate outlet for the additional flow
created by the mine wastewater dewatering operation, the largest anticipated flow rate was
analyzed. ThOnitial groundwater.drawdown is expected to generate a flow rate of 2,000 gpm,'
�_.
which is equal to 4._45 cfi. The watershed containing the mine site was delineated, with the twin
culverts under U.S. Highway 264 being the ultimate outlet. The additional overland flow that
will occur during initial groundwater drawdown is equivalent to 9.6% of the flow discharged
from this watershed during the Iyear - 24hour storm. With the downstream culverts sized to
carry the 50-year storm, the additional flow during initial drawdown will have little effect on the
��pC
capacity of the culverts..`'
S.T. Wooten Corporation has also agreed to cost -share with the City of Washington for a' snag }�\�`'
and drag" project on the portion of Mitchell Branch adjacent to the mine site. This will helper
eliminate existing natural dams that have impeded flow within Mitchell Branch between NCSR`
1407 (Mitchell Branch) and U.S. Highway 264. S.T. Wooten Corporation has also volunteered
its services to the City of Washington for evaluation of the effect of removing an existing
railroad trestle located on Mitchell Branch just downstream of U.S. Highway 264. These efforts
will further ensure that Mitchell Branch achieves improved performance both during and afler
• the operation of the mine.
Page 4

S.T_ Wooten _ _ _ Briley Pit Dewatering
--
el,
C-e-
Prior to entering Mitchell Branch, mine dewatering wastewater will exit the system through a G ,�
filterbagand stone -.filter. The filtered water from the well point system will be cycled through
C
the wetlands adjacent to Mitchell Branch. A--1,00-foot.buffer-between the wetlands and the pit
g
excavation is provided as part of the mining plan to help minimize the influence of dewatering U
on the wetlands. In addition to physical separation of the well point system and the wetland
system, it is intended to utilize the filtered discharge water to maintain the hydrology of the
wetland system. Over the duration of the dewatering operation, the wetlands adjacent to
Mitchell Branch will be consistently irrigated with a flow equivalent to 1.9% of the 1 year — 24
hour storm event. in addition to constant irrigation,ts x'monitori_ng wells -are proposed to be en
installed between the mine exaction and the wetland limits. The monitoring wells will be three Ito tVil
inch diameter casings installed to a depth of twelve feet below adjacent natural ground. Water lT
levels at each monitoring well will be recorded monthly and the data will be provided to the
Division of Water Quality.
Samples were collected during the month of February to establish background turbidity levels in
Mitchell Branch and in other existing drainage features upstream and downstream of the
proposed mine. cBackground turbidity levels; average ,between 10 NTU and 27 Mt. Included in
the Appendix is a background turbidity sample location map,
® In -additions to" gab samples to establish background turbidity levels, a pump test was conducted
onsite on February 9, 2007. A portion of the well point system was installed adjacent to the
location of proposed Pump No. 1, The pump was allowed to run for 30 minutes, and a grab
sample was"thEii taken from-tlie-discharge of Pump -No 1, yielding a turbidity level of 1.55 NTU.
With a turbidity level well below the allowable level, the filter bags installed on each outlet will
serve as a factor of safety to ensure that mine dewatering wastewater exits the system as clean as
possible.
In summary, the proposed dewatering plan minimizes potential impacts to adjacent streams due
to high turbidity levels. Tuxliidityis controlled -through the absence of silt and clay fines in the
7� native -soil .material along with the use offilter bags on outlets: J Wetland degradation due to'
.� 'lowering of the groundwater table will -be mitigated lay surface irrigating the wetlands with the
dewatering wastewater. Lastly,_concerns caused by the additional flow created by the
T"�O(�A
�ewatering operation are addressed by ensuring adequate outlet capacity.
is
Page 5

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ORE COURT
S.T. WOOTEN CORPORATION
14 380E SLACK CFit=-EK F01 P.O. SOX 2408 WLSOK N.C. 27894-2408
TEL [phone] FAX [phone]M
T
NOTE
naS SHEET KrEkDm TO SHOW PROPOSED P(T LOCAMN ON
PROPUM Mid AD""G PROPERTY QWNERS. REFER TO
ADOMONAL SHEEr9 FOR DETAiLm imrm Ana .
BRILEY PIT
BEAUFORT COUNTY
>• Ib as O ow
MINING PERMIT'
EXISTING CONDmONS
ADJOINING PROPERTY OWNERS
PROPMM OWNER
1 Wei -Pat uir
2Mali. coo
BLP Hol9rip. Ly.0
3 W99orr. & Jr,
4 Pop. Wekh U.0
5 M&'d 6opt1al Church
6 Waam H. Pap.
7 WmN K Pape
6 Tamma W lOddlck
9 � Ann DppWo Ward
10 Patrfcla Cayf. Floyd
11 Cera dndd. Herbert
12 W9cn K P.Q.
13 WE= K Peg.
14 W33..n K Pop
t5 WRBom K Paq.
E6 Re.adaF. EJtatse 4+c.
Watddogton Garment Ca
IT' Karbala Jean Boyd
C-o" Lmey
FE-i DR -PC
5667-58-3516
•492-Ofl.S7
5667-45-9623
5445-0842
S667-S4-25m
472-SD6
5667-94-S3s6
1532-0779
5697-54-9446
990-WO
5607-64-104
906-0598
5667-64-3700
906-0596
5667-64-4676
1433-0791
5667-64-6926
1419-=a
5667-65-7034 1350 21
5607-93-W26 1429--C" 5•
5997-65-9007 906-0598
5667-&5-9067 906-0595
SW-75-OM 906-0594
5667-75-9i15 906--059E
5667-95-ZSM BW-473
5667-96-7W4 1063-0043
1'•150' CA°"'L
R� arE e�i
smm No. 1 to 6

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w S.T. WOOTEN CORPORATION
3M B AM C►CBC Fes. P.O. BOX 24M 1M -"O k NC. 278"-24M
is (252) 2W5la5 PAX (252) 243--OW
t
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I f
BRILEY PIT
BEAUFORT COUNTY
Fin
V1c"re MAP
NTS
CATEGORY
L"OIST RBED BOFEER AREA A
2.10 ACRES
UNEXCAVATED BUFFER AREA A
3-64 ACRES
UNDISTl SEO BUFFER AREA B
49 ACRES
UNMAVATED BUFFER AREA B
1.52 ACRES
MIME EXCAVATION A
M AB ACRES
MINE EXCAVATION B
9.55 ACRES
PROCESSMG ROAD
1.15 ACRES
TOTAL PERMITTED AREA
57.14 ACRES
iam
— — Pip Kftm 90 FIAT
PRCP04o UIC7CCM14TW MWTrR
PROI"OWD CK-InON WITS
GRAPHIC SCALE
IM �T7
I �a - i50 ewe
.;c YIS1�.1N DATE By CIATE PEffi41ARY gum
MINING PERMIT
PR LIMITS �T M1\TL oZ�
SHEET NO 2 or 6

•
•
•
NOTES-
1. SILT FENCE TO K INSTALLED ED ALOND KNA ROAD AND
ALONG M DO(Mth ES AS SHOWN N DETAILS,
2. PERIMETER WILL BE MINED WITH 5DE SLOPE OF 3:1 FOR
A DEPTH OF E FEES THE REMNNNG DEPTH OF 25 FEET
WLL HAVE A SIDE SIAPE OF 1:1.
3. BOTTOM ELEVATION LS 75 FEET FROM ASSUMED BENCRM►RK OF 100.
w S.T. WOOTEN CORPORATION
3M BLACK CFEEIC FC). P.O. BOX 2400 W0..SOK NC. 27894-2408
TEL [phone] FAX [phone]
pIOPOSED POW 9oum3A M
- mposm pc+wum lams
AgMMOMM LM FENCE
i
�\ 7DMfY1N 311f,MI CE1®IG
BRILEY PIT
BEAUFORT COUNTY
GF2A H C SCALE
1 b�-1w .m
REVISION DATE BY DATE: FEBRUARY 2M7
MINING PERMrr SCALE
GRADING am DAMaznain7 u
SHEET ND. 3 OF B

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it *I NO Coll I
Na1Q
�- v�u■ we. w.Pc bvsaa m ■m•a ,Peow s[ec
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PROPOSED BERM DETAIL
wo Saul.
re1L11fINI1N�1�11111111ifi�r... �•
_..-iY�EliI11i1iI11Hii11� finulN[I�x�nul�mr .
1i1111�1illlf�...
_..a■rnilll�li[Zllfilt Illiffll3iillllifllllitlnu�n.�.__
"�IIIIIiI=IIli11
'e.r1 ueiw•.
TEMPORARY STREAM CROSSf,NG
No Scab
S.T. WOOTEN CORPORATION
3t3171 BLAGIc CREEK Fes. P.O BOX ' 4M WUSO , KC. 27894-2408
TEL (252) 291-SM FAX (25' M 243-0901
Sim Aare
�r T6
C201350 PROJECT SPECIAL PRONSIONS BEwFDRT COUNTY
EROSION CON-RO:
SEEOINO AND WLA.CNING
The Minds of seed and rwtXmr, and 0,a rate of aPaficatw of seed. fertilizer. and
Er„estwle, 6r'1 be as stated Were. Ad relief am i pcu" pw acre.
Parch I - Aua�st 31 Sealrnber 1 - FsbrL6N 31
nts Tell rescw 75176 Tall Fescue
25ib. Bermudagroar (twudc) 25-bs Sennudagroee (hulled)
50Oga Fertilize, $OOIbs FerI
40001be Lirnestcne 40001ts Lfmnlp.s
Nate: 50 rbs at Elohlagme■ may be vubstit,ted of 9e—dogress.
Approved Tell Fescue Cultivdre:
Abwwre Advehtun is Amigd Antrvzm
Apache Apache A Ar`.d Austln
Braoketane 9enanzd Bonanza f Chapel Nils
chesop.ak. Chieflain Cam -aft Goss+-ra 'I
DeoutoMs enter Falean Folcan 'I
11ihwd— Petit. Fn.brn Fund en i genesis
Crro+dd Guarem. Noundoq Jaguar
Jagwr R Kentucky 31 lGtty flawk IA. a h
Montauk ws" D"Ve Por.r
phoeni. %ie Pyramid R■as1
b it RerM Jr, RabRenegade Saro•i
SNenandcan rwnw T;tan Tamoha.k
Tra,lMazer TdbA. Vwp. walfpaas
wrangler
On wt and f-r stapes 2:1 or steeper ad 20/ Uric" Lespedem January I - Oscember 31.
FwU-.Ter shall be 10-2C-20 anolysy.
BRILEY PIT
BEAUFORT COUNTY
e�rae_ q+1s� i�a�n�r� am
>)v em sorpaf jai r+f
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m�rvw.�eor ear uha
ar�w..d. serve.
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SLT FENCE DUAL
NO SCALE
MINING PERMIT
DETAIL SHEET
I
r �
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Iwap amn 4•.l i� �o aFi rla�4 rt R roitD
• \Iller .a. fN\YM V �tl[ ulll'b Ike
e ,uP w rees� . a a>�v e.o� eu rrwwe s.aea
w wm krr w +a.rv, one rsans, +aeax s siowa
nl. irn■ r■a w rwa.w v ,o-, ell •rr..
• rewa ws � wa a•a ti M re w azro
Via+.
CONSTRUCTION ENTRANCE
AND HAUL ROAD
NO SCALE
-- -�•�" ' �'`�`��''•~''�•-;":ter
RVASIDN
&MEET No. 4 OF 6'
Y

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VIE
VIUNIT7 MAP
WS
0Y
PgpPpS[D PpNf dO1MM>
PROPMED 1lCXCG TED BUFFER
PROM. EIGJW. ups
:
PR0193D WT ruct
P14PORp WE1i Piorrr sTssfv
!' I
PgOPgyED ISPi PKfx DMr
L_
GRAPHIC SCALE
a n 4 po rg wP
{n RMI
I we. - 150 1 N
19�S.T. WOOTEN CORPORATION MA� �� TE SCALeFEBRU�V ECT
BRILEY PIT MINING PERMIT
3M M A.ac CMIEK PD. P.O. BOX 240E WLSOK N.C. 279P4-2408 BEAUFORT COUNTY DEWATERING qCr a� 02/26/01
TO- (2W 2W-5M FAX (2W 243-0601 S�EEr No 5 aE 6

wl
•
aM
17
7
r at
Me scab
sm
ummTm ms"
bru PaPlf
UNDWYAW Mom
r owi I
DEWATEfM EW566 M VEW
NO sews
eoro poo"K sawum ouw ro snwmmm
No Saw
}.eCl uac}u soeaac a0
Nt r0dVA o uP
rna. CvAcm SoNeca[ b 1 -RCM OwiM >D4muE V
rro-C rro -r
oaegw sus.c�
rwnN
GPOUT
o•m-0s
eFmrwn[ st.�
°aeb° ws
I -mcm $mumm U CAsm
rahw Smo -r m -Ii'
nk Emm -+r
WONarmn
No sage
S.T. WOOTEN CORPORATION `E
BRILEY PIT MINING PERMIT ""'°" °"'� °' °"E »'
DEWATERING � cz,2Ww
3" BLACK CREr=c Rp. P.O. BOX 2408 WILBOR MC. 27a4-240e BEAUFORT COUNTY DETAIL SHEEP
TEL (252) 29I-5"5 FAX [phone]� snEf'r ko. 6 aP 6

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alp
OIL• rye
.00
rt
r_
s>rE
WINFTY MAP
NTS
CATEGORY
UNDtMRBEO BUFFER AREA A
2.16 ACRES
UND(CAYATED BUFFER AREA A
3.91 ACRES
UND4STURBEO BUFFER AREA B
.A9 ACRES
UNEXCAVATED BUFFER AREA 9
2.39 ACRES
MINE EXCAVATION A
37.09 ACRES
MINE EXCAVATION B
6.9 ACRES
PROCFS& G AREA/HAUL ROAD
1 15 ACRES
TOTAL PERMITTED AREA I 59.09 ACRES
LL"
PNOo06ED ct� BOIAIPyRy
naoPo6tro i+aa+va,cT avty+
oNOP06E➢ .tJ[ TM UUMI
GRAPHIC SCALE
6 A � ZrA1 q7 Om
t 'nth � Ii0 fr!
" S.T. WOOTEN CORPORATION BRILEY PIT MINING PERMIT _ SICALE� �
�07
3801 eL..acx cEc RD. P.O. aoX 2406 wr2ay. N.C. 278D4^2408 BEAUFURT COUMY PIT E_IMIT5 Ra: WE ::7ia/oe
TEL (M) 29FSft FAX (2W 243-CM we"ma 2 OF 6

11dhdn;ti ki•,. 1, 1e.r�,i.r;
N.,rlh C'nr,.:rh Ts, p:Irtnlcnt nl 1-wro mnnl ,uid Nd1LT:11
d
Fehruar% 08. 2007
ItWQ IIrc►iect u %VaR0-st7?-w1I I
licaurr,rt COLIIItc
Butch L a\c ter
S. T. Woolen Corporation
1 . 0. Rox 2408
Wilson. NC 27894-2408
Subject Property Briley Pit - Washington, \C
[I It) Mitchell Branch. I ar-Pumltcu Rtte'r Basin
On -Site Determination for Applicahilih to the far -Pamlico River Riparian area Protection Mule% (15:k
\C A(' 2B .0259)
Dear.Mr. l.accter:
On I-ebruar\ 5, 21)I17. at your request I conducted an on -site determination it) reviv%c a drainage I. azure located
on the s*cct property IM applicability to the Tar-l'amlieo Buffer Rules (15A N('A(-' ,B .0250y ). 1 he property
is located on the cast sick~ tar fate: Road 1 SR l I 12 1. approNintatck 01 miles north ot'the ituersecii,n) of Page
I#and \C' H1\t'1' 264. The teature is labeled us'A\ aRO-07-00'1 Fort the attached mat, initialed h. met ) on l-ebruar% 8. 200'.
The Di%ision of N4,ater Qualih (DWQ) has determined that the portion of the feature that is highlighted
in blue and labeled as "M aRO-07-0011" on the attached map is Subject to the Tar -Pamlico Buffer Rules.
The portion of the feature that is highlighted in pink is Exempt from the Buffer Rule%. I -his teature should
he identified on ant future plans for this property. The owner (or future o%%ncrs) should 11061'N the" I'M Q (anti
other relevant agencies) of this decision in an\ future correspondences concerning this property . This
determination pertains to the subicct property onl} . This tun -site: determination shall expire fig e 151 \ cars from
the date of this letter.
LandoNNiicrs or affected parties that dispute a detcrmination made by the D\k'Q or Delegated I .%►cal Authority
that a surface N ater exists and that it is subiec't to the huller rule tnw regUeSL a determination by the I }irector. :f
request for a determination be the Director shall be referred to the Uirector in writing: c o C%ndi K arolt. I)ti 0
etlands 401 L nit.:?_' 1 Crabtree Bled.. Raleigh, 1C 27604- 260. Indi\ iduals that dispute a determination by
the D\k'Q or Delegated local Authority that "ex4ittpts" a surface %cater from the huller rule tnax ask 101F an
adjudicator\ hearing. You must act within 60 days ol'the date thut you recci�e this letter. Applicants are
hereb,, notified that the 60-dac statutor\ appeal unw dues not start until the affected party (including
downstream and a iaccnt landowners) is notified of this decision. D\N'Q recommends that the applican€
conduct this notification in order to be certain that third party appeals are made in a titncl% manner.
�tth i nn t!na tin i,i„o ."I "ater ,rualit\ rterne: i2a am start nc.:.s
4.41 W mhingtan Nquar: Mall Mom 242-rA( "K
%ka.hln�uu yt 7X81) I �X 25."Wn'PI
A" Equa Act;cr Er"anyer- ti'm Aec-c a 16'- Poll '-wSUMV Pine.
Nt t hCarolina
J
'1 Vaturallr
,J

0o ask for a hearing. send a -vmtlen petition- %%hielt conforms to Chapter 150B of the \orth Carolina General
tatute5 to the Office ol'Administrati%c Hearings. 6714 N-lail Semice Center. Raleigh. N.U. 27699-0714_ This
determination is final and binding unless %ou ask tier a hearing within 00 days.
This letter cml\ adds-csses the applicabilit\ to the bu[Ter rules and does not approve an,, acti, it\ %%ithin the
hurlers. tier does this Ictter approve an% actin ity %vithin \lacers of the I 'niled Slates ur Waters of the State_ 11'
1011 ha%e tun additional questions or require additional inhumation please call me at (2"•2) 948.3920.
Sincerely,
f
Chris Pullinger
Frivircmmental Spec. 11
Dll'Q,AVaRO
%Vetlands : 401 unit
Enclosures: copy uC 1:24.000 scalc USt;S topographic reap - Washington quadrattglc
copy ul' pagt 6. 1995 %ersio}n. Beaufort Count\ Soil Sur\ e�
cc: DWQ VVaRO file
401 Central Office file
• Central I 'ilex
Filename: 11 aRO-i17-001 1
0

North
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'ironrnen+a� .
eni Cam iasi
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' For �- �w1►ty, tip'
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• SOIL SURVEY OF BEAUFORTCOUNTY, NORTH CAROLINA •
Meters Feet
0 50 100 200 0 200 400 800 1,200 1,6D(3
USDA tiurrul Re .mrcm web Sol] Survey I.1
a
o wxr+aiirw yrnir•r National CxKWrairve `Sort Survey PaI of 3
gee 1 of 3

•
SOIL SURVEY OF BEAUF RT COUNTY, NORTH CAROLINA
•
MAP LEGEND
MAP INFORMATION
Sod Map J MS
o ca,es
Source of Map: Natural Resources Conservation Service
Detailed Counties
Web Soil Survey URL http:ltwebsolisurvey.nres.usda.gov
Detailed States
Coordinate System: UTM Zone 18
Interstate Highways
Roads
Soil Survey Area: Beaufort County, North Carolina
�— Rails
Spatial Version of Data: 1
Water
Soil Map Compilation Scale: 1:24000
Hydrograptry
Oceans
ATATATAT Escarpment bedrock
vnvnvnv. Escarpment, non -bedrock
Gulley
urxpuutul Levee
....... Slope
u Bbwout
0 Borrow Pit
x Ciay Spot
♦ Depression. closed
Eroded Spot
x Grave! Pit
Gravelly Spot
ti GWiey
A Lava Flcm
9 Landfill
Map comprised of aerial images photographed on these dates:
.L Marsh orSvramp
21111998; 1/2511999
® Miscellaneous Water
v Rock Outcrop
+ Saline Spot
Sandy Spot
Slide or Si1p
0 SinMole
if Sodic Spot
The orthophoto or other base map on which the soil lines were compiled and
lw Spoil Area
digrbzed provably differs from the background imagery displayed on these maps.
D stony spot
As a result, some minor shifting of map unit boundaries may be evident.
® Perennial Watef
USDA Nat" R"mac" * VvetSpoi Web Soil Survey 1.1 2.27,2007
2" cowsmffdm sm-lee National Cooperative Soei Survey Page 2 of 3

Soil Survey of Beaufort Cowtty, North Carolina
Map Unit Legend Summary
Beaufort County, North Carolina
Map Unit Symbol
Map Unit Name
Acres in AOl
Percent of AOl
AaA
Altavista fine wady loam, 0 to 2
919
8,9
percent slopes
CnB
Conetoe loamy sand, 0 ro i
2.1
1.9
Percent Slopes
CrB
Craven fine sandy loam, 1 to 4
21.3
19.4
percent slopes
Le
Lenoir loam
5.7
5.2
Me
Muclralee loam, frequently
30.9
28.0
flooded
Sb
Seabrook loamy sand
4.1
3.8
Tag
Tarboro surd, 0 to 5 percent
41
3.9
slopes
To
Tomodey fine sandy loam
29.9
27.2
W
Water
2.0
1.9
UUM ea. tta— WL+&A Survey I.1 ��npg7
� r'M -Off- *'V- N,wonai r'.wrp nve .Soil Su ev Page 3 01 3
•

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GRAPHC SCALE
ON rum
w-i50�
S.T. WOOTEN CORPORATION B, nwT�scE ww+xn
BRILEY PIT MINING PERMF �
DEWATER NG nm aM 02nuo, a
3so, BLACK c c Ra. P.O. Mox Ax ( ) echo 9m Vsaa 2aoa BEAUFORT COUNTY TEL czar xM-sees Fax cxsz� aa�-oao+ � � 5 aF 6

Pumped Sediment
Removal System
Whenever accumulated water must
Protcc-t tht: cnviranntcnt effectively
mid economically with Dirtbag".
Colleen sand, silt and fines. Avoid
:silting streams, surrounding proper-
ty, and storm sewers. As morn• and
more emphasis is put on sating our
wetlands, r_^gulatiom ate lxcorning
more stringent res,ardittg the
pumping of dirty water from holes
around construction sites -such as
foundations, pipe line construrtion,
repairing municipal water/sewer
iftes, marine construction, utility,
gVighway and site developrxtent
areas. Dirtbag applications are
endless.
AC.F Eavimnmerital manufactures
Dirtbag; using a variety of nonwrnvtt
geotextile fabric niarutfac:tumd by Sf
Gcosc.)lutions. The fabric properties
on the Specifications page affirm the
strength of Dirtbag and are a tr_sult
of tt:sts conducted at on -site Lbora-
torie.3 at die. geotextile factory: Ail test
methods are kST4I or incltrstry stan-
dards.
Each standard Dirtbag has a fill
spout large enough to accommodate
a 4" discharge hose. Straps are
attached to secure (lie hose and pre-
vrnt: pumped water frorn escaping
without t.eing filtered.
Install Dirtbag on a slope sc) that
incoming water flows downhill
ough Dirtbag without cheating
ore emsion. Strap the neck of
Dirtbag tightly to the discharge
hose. To increase the efficiency tit'
filtration, place the bag on an
aggregate or haybale bed to maxi-
mi7.e water Flow through the surfiwr
area of dic bag•,
Dirtbag is full whr;n it no longer
can efficiently filter sediment or
pass water at a reasonable rate.
Flow rates will vary dr pending on
the size of Dirtbag, the type and
amount of sediment discharged
into Dirtbag, the type of ground,
rock or other substance udder the
brig and the degrce of the slope on
which the hag lies. Under i-nost cir-
cumstances Dirtbag a -ill acconuno-
date flow rates of 1100 gallons per
minute. Use of excessive flow
rates or overfilling Dirtbag with
sediment will cause ruptures of the
bags or failure of the hose attach-
ment sUCapS.

Easy To Use
d first, Dirthak" is easy to transport
�the site. ' o install, simply unfold
d insert up to V' pump discharge
the hose. into the hand -sewn spout
and secure with the attached
straps. Pump dirty water into
Lhrtbag 'The bag collects the silt u,
the clean water gently Filters out
fi-om all sides.
Compare Dirtbag to the alternatives
such as straNv bale forts which are
more cumbersome to transport, to
build and to clean up aCtenvard. Arad
Dirtbag poses no threat to the cn«-
ronment when disposed property.
Dirthag Features
• Designed and produced from a
variety of fabrics to meet engi-
neering specifications for flow
rates, strength, and permeability
• Stabilized to provide resistance to
Anoriot-violet degradations.
W4eets, municipal, state, and
Corps of Engineers specifica-
tions.
• Available in 10' x 15', 12-'/2 x
15', and 15' x 15' sizes. Custom
sizes available.
•
Typical Dirtbag"' Construction
BAG PLACFD ON HIGH STRENGTH
AGGREGATE OR DOUBLE STITCHED
STRAW V TYPE SEAMS
- SEWN IN SPOUT
HIGH STRENGTH
STRAPPING FOR
NUBAG
NUB
/ HOLDING HOSE
o
IN PLACE
WATFR FLOW
FROM PUMP
PUMP
!
DISCHARGE
HOSE
LENGTH *
OPENING
ACCOMODATES
UP 70 4"
TOP VIEW
DISCHARGE
HOSE
AGGRFGATE 1' STRAW
UNDERLAYMENT
SIDE VIEW

Dirtbag® Specifications
Control of Sediment In Pumped Water
1.0 Description
*1 This work shall co mi t. of furnishing, glaring and removing
Dirtbag* pumped sediment control device as directed by
the design engineer or as shovm on the contract drawings.
Dirtbag ptunped.silt control system is marketed by:
2.0 Materials
2.1 Dirtbag"
2.1.1 l.Nrtbag shall lac manufactured using a polypropylene
nonwoven geotextile from SI Gcosolutions, then sewn into
a bag with a double needle snatching using a high strength
thread.
Fi7-DP
•
2.1.2 Each standard Dirtbag has a fill spout large enough to
accommodate a 4" dlimharge hose.. Straps are attached to
secure (lit kx)se and prevent pumpcd water fnaot e:wapiug
without Ixing filtered.
2.1.3 Dirtbag scants shall have an avcragc wide width suent;th
per ASTM D-4884 as follows.
Dinbag Style Test Method Test Result
Dirtbag`° 53 AS] M D-4884 bg LBAN
Dirthag" 55 ASTM D-4884 100 LBIIN
Test Results
Properties
Test Method
Units
SVe53 We55
Weight
ASTM 0-3776
ozlyd
8
10
Grab Tensile
ASTM 0-4632
Ills.
205
250
Puncture
ASTM 0-4833
fibs.
110
150
Flow Hate
ASTM 0-4491
gal/min/ft2
110
85
Permittivity
ASTM 0-4491
sec.'
1.5
1.2
Mullen Burst
ASTM 0-3786
lbs.*1
350
460
UV Resistant
ASTM 0-4355
%
70
70
AGS % Retained
ASTM 0-4751
US Sieve
80
100
0
All properties are Minimum Average Hall Value (MARV) except the
weight of the fabric which is given for information only. Depending
on soil conditions and filtration requirements, additional geotextile
options are available. Please call our engineering staff for solutions.
3.0 Construction Sequence
3.1.1 Tnstall DirtWg on a .slope 3n incoming water flews d()wrt-
hill through Dirthag without creating tn,rry crosion. Strap
the neck of Dirtbag tightly to the discharge hose. `lo
increase the efficiency of filtration, pbtcc the bag oil an
aggregate or hayhalc bed to maximize water [lcaty through
the surface area of the bag
3.1.2 Dirtbag is full when it no longer can eflicirntly filter sedi-
ntent or allow water to pass at a reasonable rate. Flow
rates will vary depending on the size of Dirtbag, the type
and amount nf' sediment diw barged into Dirtbag, the type
of ,ground, rock or other substance under cite bag and the
degree of the slope on which the bag lies. Under most car-
cumstances Dirtbag will accommodate flow rates of 1100
gallons per minute. Use of rxcessive llow rates or overfill-
ing Dirtbag with sediment will cause the bag to rapture or
failure of the hose attachment straps.
3.1.3 Dispose Dirtbag as directed by the, site engineer. If
allowed, Dirtbag may be cut open and the contcuts seeded
alter removing visible fabric. Dirtbag is strong enough to
be lifted with optional straps if it tnust be hauled away.
Off -site disposal may be facilitated by placing Dirtbag in
the hack of a dump truck or flatbed prior to use and
allowing the water to drain from dip hag while in place,
thereby eliminating the need to till Dirtbag.
4.0 Basis of Payment
4.1 'rhe payment for any Dirtbag used during construction is
to be included ill the bid of overall erosion and sediment.
control plan unless a unit price is requested.

A
0
Above: Dirtbag installation shown
on inclined hillside for maximum
flow.
Isbag Features:
1. High strength double stitched
.J" type seams.
2. Sewn in spout
3. High strength strapping for hold-
ing hose in place.
4. Hose opening accommodate up
to 4" discharge hose.
For optimal flow, install over straw
or aggregate.
Disposal
Dispose of 1)irtbaI as directed by the site engineer. If
allowed, Dix•tlaag may be cut open and thr. contents seeded
after removing visible fabric. Dirtbag is strong enough to
he lifted with optional straps if it must be hauled away.
Off -site disposal may be facilitated by placing Dirtbag in
the back of a dump true, or flatbed prior to use and
allowing the water to drain from the bag while itt plac-c,
thereby eli.mivating the need to lift Dirtbag.
A:
Pump Discharge [lose �r
�i
Aggregate or Straw
Underlayment
rHpA---Nlppp.�l Tim Creech
Southeast Region Manager
�f. 2963 US 13, North
• , Goldsboro, NC 27534
Ph: [phone]
Fax: [phone]
www.thompsonpump.com
tcreech@thompsonpump. com